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APPROVED BLD PLN Hitchens-8-15-20 A1-A9, TESC, D1-D1.1 (1)• N v � o � U � v� / / � �/ / / / ,4 New Residence For The Hitchers Family �""� o / / " / � ��/ // THE HITCHENS RESIDENCE a� / 4 // / / � � / / '� � ttr� / .� �i � / / 17901 VISTA DEL MAR o � � ��• !�/ � � W � o / i i / EDMONDS WA 98026 �' ^o � a�-/ / � b �� / / / / / / / 1�ROJECT TEAM VICINITY MA1� SHEET INDEX � � °° � � � �'6's / / / / 'ry, A1.0 TITLE SHEET, SiTE PLAN � / / �� '�. / / � ^�" s% �/ // / / /,��'� / �o�, / � QWN�12; t'ROJ1=cr strl=. i - TESC EROSION CONTROL AND DEM01'LAN Q,, � o Z �, � �^ry ;'' I �� i93g / � / / �, 6 / /� / LAURA AND GARTH HITCHENS 3380126TH AVE NE 17901 ViSTA DEL MAR � courwrrY �-�-� PARK D1.0 DRAINAGE / UTILITY PLAN D1.1- DRAINAGE DETAILS ' �, � o � a" � ,� �, / / � BELLEVUE, WA 98005 I _ L1 O LANDSCAPE PLAN 0 D LOWER PUGET 50UND '� �� / PR P05E A2.0 - FOUNDATION PLAN (ARCHITECTURAL) ,� j FL. FOOTPRINT PHONE: (425) 882-9524 ��/ / A3.0 / � LOWER FLOOR PLAN / / '�� / O �, ,�°� � , / - /� / / PROPOSED UPPER / - A4.0 - MAiN FLOOR PLAN �'J " °� �� -` : ` -` ��" , :� :' i � ;'" �. F. L OUTLINE " � �� / i� % / � PROPosED RooF ,. OVERHANG DESi NER ENERAL CONTRACTOR: G G ROBIN KEARSLEY - EDMONDS - F A5.0 R00 P LAN A6.0 - SOUTH AND WEST ELEVATIONS `p �� ' � " :� ,. ,` :` :�� :` ,,, ;: :' �' � � S,i _ A8 0 SECTION A A AND ARCH DETAi L S � N / � / / .� ,: ��. ;� ;• :" ; ; ;•` ; " .�" , � 3s,; �. p � ; a � � tosr\ 6631� NORM BEACH ROAD EDMONDS, WA 98026 - - A9.0 - GENERAL NOTES � . y � �'-' / ,� so��,y�� LOT 11' � � ; \ � Q � � �s�s / D " �Te��, B=147.7' o"p �`'o \ PHONE: (425) 478-6380 51.1- STRUCTURAL NOTES • � ,�� 'Q? IST L MAR ;'� i' �1` �" � /yob �. �� \ EMAIL: r@kearsleyhomes.com 1�ROJI=CT ADDR�55 51.2 STRUCTURAL NOTES � � � (�09,26 S�) , � � j 009142ooQU110U � � / � E9 LOT 9 & 10 '�� ' � s� VISTA DEL MAR � � ~'�ti LiSCENSE: KEARSH1005NH EXP.10/23/19 17901 V15TA DEL MAR 52.1- FOUNDATION PLAN STRUCTURAL ( ) 52.2 - UPPER FLOOR FRAMING PLAN �--' � � / -"179ai vISTA DEL,�IAR DR%" / � /� � 00914200001000 EDMONDS, WA 98026 � / ":` � �� \ 17905 VISTA DEL MAR DR � � \ STRUCTURAL ENGINEER: 52.3 - ROOF FRAMING PLAN 52.4 - UPPER ROOF FRAMING PLAN � • /��7/� \�, /�� '� / ,:% y � /�� ` � /- ��- '' o p �� '80 � GREG GUiLLEN AND MORGAN KRUSE PROJECT DESCRiPTiON 52.5 - STRUCTURAL SECTIONS 53.1- SCHEDULES Q � � C� �� ,�� _ - -� - �o�wQ�w�e �.�°� PROP. ut't'1=R � p \ �. / � � FL. DECK ,moo � � CG ENGINEERING 250 4TH AVE S., SUITE 200 DEMOLITION OF EXISTING 897 SF, 2 BDRM,1 BATH _ 54.1 FOUNDATION DETAILS � r--' ,� � / ' 9 " I'�j o� �w� �r, � w o o ,c�� ,� � / �w k� o cS � %� �o� EDMONDS WA 98020 RESIDENCE. CONSTRUCTION OF A NEW 4759 SF RESIDENCE WiTH ATTACHED GARAGE. 54.2 - FOUNDATION DETAILS • � .. �" � cf' � �� `�`� / �' �` ` � ``� � ;'PROPOSED -°� � ''s. 162' / PHONE: 425 778-8500 ( ) AN 54.3 - FOUNDATION DETAILS � ''� q�/ Q.�� s � � q�;l, �� / � � RESIDENCE LOWER FLOOR = 2116 SF �: j � www.cgengineering.com 55.1- WOOD FRAMING DETAILS 55.2 - WOOD FRAMING DETAILS � _� �, O O �" �°48-5 „' �" /�� / �; I � 6 /,,'_`�� UPPER FLOOR = 2648 5F �` � c 2 � w� LEGAL DE5CRi1�TION S5.3 - WOOD FRAMING DETAILS � �+ � .� ,� � ,7�00� ", , �h' I / // / � SECTION 07 TOWNSHIP 27 RANGE 04 QUARTER V � / �� j � v ` ��p ,A = � � � � LANDSCAPE DESIGN: 56.1- ROOF FRAMING DETAILS �i � m �-.� - Q � ~T-yam � ' �� 163.5 N �� SW AND SECTION 12 TOWNSHIP 27 RANGE 03 56.2 - ROOF FRAMING DETAILS � � w '" j � � J � � � I ` ��' m- � ? � PROPOSED / � � o � � MARK CHRiSTiANSEN EVERGREEN CONCEPTS QUARTER SE ViSTA DEL MAR BLK 000 D-0O -LOT 11 TGW EQ AND UNDN 1/12 iNT iN KAiREZ DR 57.1- STEEL FRAMING DETAILS 57.2 - STEEL FRAMING DETAILS / - J� � GARAG / - - PROP. UPPER FL. DECK - - - � � � 3 �.. 6ARA6E SLAB 16 � w � � �'i TH 1800 74 AVE SE EVERETT WA 98205 57.3 - STEEL FRAMING DETAILS 57.4 - STEEL FRAMING DETAILS EXISTING RESIDENCE, _ _ o �� t� I- � TO BE REMOVED � - � � �� PHONE: (425) 397-8712 / / / /2 ,, ,� � z4:�,- -- `: � � °� www.evergreenconcepts.net TAX PARCEL NUMBi=R 20151=N1=RGY CODi= INFORMATION: 5.1' x 12.21' PROPERTY ADDED TO EXIST. LOT 11, +/- 62 S QUiCK CLAiM DEED / � � � � ,-" cp � Y fa3" ^� � � RECORDED 12-30-19 A.F. 201912300472 SNOHOMiSH COUNTY, WA �� `' o '� � � � � PROPOSED UPPER FL. GARAGE OUTLINE 00914200001100 MEDIUM DWELLING UMT 3.5 CREDITS RQ'D CREDIT FROM TABLE R-406.2 � � � STRUCTURAL DESIGN CRITERIA 27031200400300 � 9205 OLYMPIC VIEW DR / 0 ? 4 ' ro �', PROP.fENTRY PORCH cn N D =1602 ; � , ,, 2015 IRC,IMC, UPC. 2017 NEC, WSEC-R-2017 LOT SIZE 2b-AIR LEAKAGE CONTROL / EFFICIENT VENTILATION:1.0 CREDIT / / / ' PROPOSED 21' WiDE DRNEWAY 5 �; / 5Ei5MiC ZONE: D1 WiND SPEED: 85 MPH BASK 110 MPH ULTIMATE 23,087 SF 0.53 ACRES ( ) COMPLIANCE BASED ON R402.4.1.2: REDUCE TESTED AiR / � � - � 45.00� � �, '�., EXPOSURE: C LEAKAGE TO 2.0 AIR CHANGES /HOUR (MAX) AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS PER M1507.3 OF IRC TO BE / / / ; - _ � / •, I,�DATUM (TOP SNOW LOAD: 25 P5F RAiN• 2"/HOUR ZONING MET WiTH HEAT RECOVERY VENTILATION SYSTEM WITH MIN. RECOVERY OF O / / / ``�� __ OF DRAIN LfD) - 155' - - - - _ ' SOILS: PER iRC TABLE R405.1 R512 SENSIBLE HEAT EFFICIENCY 0.70. / � � / MAX. ALLOWABLE SOIL 1500#/5F 3b -HIGH EFFICIENCY HVAC EQUIPMENT: 1.0 CREDIT 2703120040040o / DEAD LOADS AiR-SOURCE HEAT PUMP WiTH MiMMUM HSPF OF 9.0 � / 9207 OLYMPIC VIEW DR A FLOOR =12 P5F BUILDING HEIGHT / � � a� / ROOF -15 P5F 5c -EFFICIENT WATER HEATING: 1.5 CREDITS WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE n, EXT. WALL -12 P5F AVERAGE GRADE - 154..T 'GAS, PROPANE OR OiL WATER HEATER WITH MIN. EF X / iNT. WALL -10 P5F MAX. BUILDING HEIGHT - 25' ABOVE AVERAGE GRADE OF 0.91 OR O / / � FLOOR LNE LOAD - 40 P5F MAX. ALLOWED HEIGHT - 179.T PROPOSED RIDGE 176.1' ELECTRIC HEAT PUMP WATER HEATER WITH A MIN. EF OF 2.0 AND MEETING STANDARDS OF NEEA'S NORTHERN CLIMATE � LL1 / / DECK LNE LOAD= 60 P5F = SPECS. FOR HEAT PUMP WATER HEATERS. Z / / j - = s � / / / � - 5 � � DATUM =155' (TOP OF DRAiN LiD AT STREET) Z / / � AVERAGE GRADE CALCULATIONS / / / VISTA DEL MAR DRIVE � � � AVERAGE GRADE RECTANGLE / / - / / / �. e. 1480 INSULATION VALUES: � W / / / / � � � � � C: (162' + 162.5' / 2) = 162.75' D: 16o.z' BUILDING AREAS W / / / 2703120040050o 9209 oLYMPIc vlEw DR I � � `� � � TOTAL: 618.65' AVERAGE GRADE: -EXISTING SQUARE FOOTAGE- GLAZING U-0.30 SKYLIGHT U-0.50 � I � (� 00914200000400 618.65 / 4 = 154-.T FY15T1/� RE51DE11�'E TO BE REMOVED CEILING (VAULTED) R-38 O v � / / / I 17910 VISTA DEL MAR DR EXiST. MAiN FLOOR = 897 SF CEILING (FLAT) R-49 EXTERIOR WALL R-21 n/ �L / / � LOT COVERAGE 35go ALLOWED EXISTING HEATED SF = 897 SF FLOOR R-30 SLAB ON GRADE R-10 PERIMETER (TB) -HOUSE MAiN FLOOR = 264.3 5F -1'R01'OSED SQUARE FOOTAGE- SLAB BELOW GRADE R-10 PERIMETER (TB) SYMBOLS AND ABBREVIATIONS SEE DRAINAGE / UTiLiTY PLAN (SHEET D1.0) FOR PROPOSED UTiLiTY iNFORMATiON SEE EROSION CONTROL AND DEMO PLAN (SHEET TESC) FOR EXISTING UTILITY AND EROSION CONTROL DETAILS -GARAGE FLOOR = 802 5F TOTAL PROPOSED LOT COVERAGE = 3445 5F PROP LOWER FLOOR - 2116 SF PROP. UPPER FLOOR = 264.3 SF R-VALUES ARE MINIMUMS, U-FACTORS ARE MAXIMUMS Z o CENTERLINE DEGRE55 �� G FOOTING GAS N SiTE PLAN KEY LOT SiZE = 23,087 5F 3445 5F / 23, 087 5F =14.9% LOT COVERAGE PROPOSED HEATED SF = 4759 SF GLAZING: NEW WINDOWS /DOORS � ARCH AT ARCMTECTURAL GWB HB GYPSUM WALLBOARD H05E BiB O 10 SITS � LAN 2O 30 40 FT PROPERTY LiNE PROP. GARAGE ATTACHED - 803 SF ( ) - PROP. UNFINISHED BSMT = 854 SF TO BE U-VALUE= .28 MiN. LOWER FLOOR 436 5F � - AWN AWMNG WINDOW 1NSUL Ib iNSULATiON POUND EXISTING BUILDING PROP. ENTRY PORCH = 135 SF = MAiN FLOOR = 1018 5F Z BDRM BLDG BEDROOM BUILDING MSTR MASTER (BEDROOM) �jCa�l-: 1„ - 20,-0„ L -- EXISTING BUiLDiNG, TO BE REMOVED IMI�ERVIQUcj /�RE/�cj PROP. LOWER FLOOR PATIO = 596 SF TOTAL PROPOSED GLAZING = 1454 SF W - BLKG BLOCKING MECH MNFTR MECHAMCAL MANUFACTURER C � PROPOSED BUILDING � ( l BM BTM BEAM BOTTOM NTS NOT TO SCALE STORM WATER LiNE SURFACE PROPOSED AREA 1454.5E / 4759 5F = 30.5% GLAZING ^ v C.O. CASED OPEMNG � � ON CENTER OVERHANG s - SANITARY SEWER LiNE w WATER LiNE -HOUSE MAIN FLOOR = 2643 SF -GARAGE FLOOR = 802 5F _ U, CAB CO CABINET CARBON MONOXIDE PiC PICTURE WINDOW REVi5i0N KEY � 5f SiLT FENCE (SEDIMENT BARRIER) -ENTRY PORCH = 19 5F -GARAGE ROOF OVERHANG- 159 5F SOLAR READY SPECIFICATIONS: WASHINGTON STATE ENERGY CODE REQUIREMENTS: DRAWN BY: DATE: CLR CLEAR PL PLATE MARKER DATE DESCRiPT10N SHEET PT PRESSURE TREATED ------------- BUILDING SET -BACKS -HOUSE ROOF OVERHANG = 930 5F CLG CEILING 1.1 8/15/20 WHOLE HOUSE FAN AND VENT CFM ADDED TO PLANS A3-A4 -ENTRY PORCH ROOF OVERHANG = 137 5F 1. INSTALL AND LABEL A 4'X4' PLYWOOD OR OSB PANEL AREA 1. ALL SINKS SHALL BE EQUIPPED WiTH HOT WATER FLOW CONTROL PTD PAINTED --"-"-"-"-"-"-"--� TOPOGRAPHIC LiNE CONC CONCRETE R RADIUS 1.2 8/15/20 WATERPROOF DECK SLOPE AND DETAIL ADDED A3, A4, AS FENCE LiNE - DRNEWAY TO PROP. LINE = 466 5F FOR MOUNTING AND BALANCE OF SYSTEM COMPONENTS AS NEEDED. DEVICES LIMITING FLOW TO 0.5 GPM, WHEN ENERGY CREDIT 5A SELECTED. REVISED BY: DATE: i �� CSMT CONT[NUOUS CASEMENT WINDOW R. REFER STAIR R15ER REFRiDGERATOR 1.3 8/15/20 TESC, EROSION CONTROL AND DEMO. PLAN SHEET ADDED 1.4 8/15/20 EXiST. UTILITY DISCONNECTION SHOWN TESC -CSC AVERAGE GRADE RECTANGLE -DRNEWAY (PROP. LINE TO CURB) = 208 5F - EXIST. CONCRETE SiDEWALK - (-123 5F) 2. INSTALL A 1" METAL CONDUIT FOR WiRE RUN RK, KG 8-i5-2o REVISED BY: DATE: DH DOUBLE HUNG WINDOW 1.5 8/15/20 PROPOSED UTILITY INFORMATION ADDED D1.0 - - � - - � -- ROOF OVERHANG FROMDESiGNATED ARRAY LOCATION. CAP AND LABEL BOTH ENDS. 2. EXTERIOR JOINTS AROUND WiNDOWS, DOORS, WALL, AND ROOF DiAM DIAMETER RO ROUGH OPEMNG TOTAL iMPERVi0U5 AREA TO PROP. LiNE = 5156 SF LOCATE AT ROOF END iN CENTER OF SOUTH FACING SCISSOR TRUSS. PENETRATIONS SHALL BE SEALED, CAULKED, GASKETED OR DN DOWN SF SQUARE FEET 1.6 8/15/20 LANDSCAPE PLAN REVISIONS L1.0 WEATHER-STRIPPED TO LiMiT AiR LEAKAGE. D$ DOWNSPOUT SG SH SAFETY GLA55 (TEMPERED) SINGLE HUNG WINDOW TOTAL iMPERVi0U5 TO CURB = 5241 SF 3. INSTALL A 1" METAL CONDUIT FROM DESIGNATED INVERTER REVI3ED BY: DATE: DW D15HWA5HER SPEC SPECiFiCATiON LOCATION TO ELECTRICAL SERVICE PANEL (CAP AND LABEL BOTH 3. VAPOR BARRIERS WiTH A MiNiMUM 1.0 PERM RATING SHALL BE EL ELEC ELEVATION ELECTRICAL T. 5TA1R TREAD LiNE TYPE AREA (SF) ENDS). INSTALLED ON THE WARM SiDE OF INSULATED COMPONENTS. REVISED sY: DATE: EXIST EXISTING T&G TYP TONGUE &GROOVE TYPICAL 1. EXEMPT 0 5F EXEMPT NON-EXEMPT 4. RESERVE AND LABEL A DESIGNATED 70-AMP DUAL POLE 4. CONTROLLED INDOOR MECHAMCAL VENTILATION SYSTEMS WiTH SHEET EXT EXTERIOR 2. REPLACED 0 5F O 5F BREAKER iN THE ELECTRICAL SERVICE PANEL FOR USE BY THE PV FRESH AlR SUPPLY SHALL BE INSTALLED iN ALL HABITABLE ROOMS. FF FiMSHED FLOOR UNO UNLESS NOTED OTHERWISE SYSTEM. FL FLOOR W/ W / D WiTH WASHER /DRYER 3. NEW 52415E 4. NEW AND NON-EXEMPT REPLACED 52415E 5. HVAC SYSTEMS SHALL BE SIZED NO GREATER THAN 150 % OF FN FT FOUNDATION FOOT /FEET WC WiC WATER CLOSET (TOILET) WALK IN CL05ET 5. DESIGN OF THE MAiN ROOF TRUSS TOP CHORD DEAD LOAD iS LiMiTED T015 PSF PER TRUSS MANUFACTURER. THE HEATING AND COOLING DESIGN LOADS. MiN. OUTDOOR AiR QUANTITIES SHALL BE PROVIDED PER WSEC. 1.0 � � GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CiTY OF EDMONDS STANDARD 30• COORDINATE AND ARRANGE FOR ALL UTILITY CONNECT10N5, UTILITY RELOCATIONS AND/OR SERVICE PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL INTERRUPTIONS WiTH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECT10N5 TO MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: (REVISED 05.152017) EXi5TiN6 UTILITIES SHALL BE MADE ONLY WiTH AD✓ANCE WRITTEN APPROVAL OF THE -CURRENT iNTERNATfONAL BUILDING GODS (iBG) AUTHORITIES 6�ERNiN6 SAiD UTiLiT1E5. - 2020 (OR CURRENT EDiTfON) WSDOT/APWA STANDARD SPEGiFiGATiONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. - WASHiNGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 32. EXISTING UTILITY LiNE51N SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CiTY OF EDMONDS AND OWNER'S 2.5TANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CiTY OF EDMONDS REPRESENTATNE PR10R TO BACKFiLLiNG. STANDARD DETAILS, UNLESS NOTED OTHERWISE 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, 3. A DOPY OF THESE APPROVED PLANS MUST BE ON THE JOBSiTE WHENEVER CONSTRUCTION iS iN PROGRESS. LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S ��" REPRESENTATNE AND GiTY. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL 6�ERNiN6 AUTHORITY. 34. FiELD STAKE ALL UTiLiTY STUBS AT THE PROPERTY LiNE. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" 35. TRENCH BACKFiLL OF UTiLiT1E5 LOCATED WiTHiN THE CiTY RIGHT-0E-WAY SHALL BE COMPACTED TO 9590. q� DRAWINGS AND SHALL SUMMARIZE ALL A� BUILT GONDiTi0N5 ON ONE SET OF REPRODUCIBLE DRAWINGS FOR COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CiTY PR10R TO PAVING. SUBMITTAL TO THE OWNER PR10R PROJECT COMPLETION AND ACCEPTANCE. A SET OF A�BUILT DRAWINGS SHALL BE SUBMITTED TO THE GiTY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING � N/HERE NEW PiPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC OCCUPANCY/FiNAL PROJECT APPROVAL. FOAM AS A CUSHION BETWEEN THE UTiLiT1E5. 6. ELEVATIONS SHOWN ARE iN FEET. 5EE SURVEY FOR BENCHMARK INFORMATION. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTiNUAT10N OF SiTE UTILITIES WiTHiN THE �� BUILDING. 7. THE LOCATIONS OF EXISTING UTiLiT1E5 AND SiTE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED �• SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. Sj� APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. iT 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR � TO INDEPENDENTLY VERiF`( THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DiSGOVER AND 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SiTE iRRiGATiON SYSTEM. PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF 4O piPE MATERIAL AND SiGNAGE SUBMITTALS SHALL BE PROVIDED TO GiTY ENGINEERING DNiSiON FOR THiS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SiZE, TYPE AND CONDITION OF EXISTING UTiLiTY APPROVAL PR10R TO INSTALLATION. ��' LINES AT CONNECTION OR CROSSING PO1NT5 BEFORE TRENCHiN6 FOR NEW UTILITIES. ENGINEER ASSUMES NO ,. RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXi5TiN6 UTILITIES AND 51TE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF GONFLiGTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTiLiT1E5 DURING CONSTRUCTION AND SHALL CONTACT THE ry01 / UNDERGROUND UTILITIES :` / Rrvisrd 05.152017LOCATiON SERVICE (1-800-4245555) AT LEAST 48 HOURS PR10R TO CONSTRUCTION. CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A 1'RE-CONSTRUCTION MEETING WiTH CITY ENGINEERING DN1510N AT 425-771-0220, EXT.1326. TWO DAY (48 HR) NOTICE i5 REQUIRED. 2. REVIEW TEMPORARY ER0510N AND SEDIMENT CONTROLNOTES. 3. CALL FOR UTILITY LOCATES. 4.1N5TALL TESC MEASURES AND MAINTAIN DUST CONTROL WMLE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATiONOUTSiDETHF CONSTRUCTION ZONE. 5. HAVE ER0510N CONTROL MEASURES iNSPECTED BY CITY OF EDMONDS CITY ENGINEERING 1N5PECTOR. ALL TEMPORARY SEDIMENTATION AND ER05i0N CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRiOR TO ANY CONSTRUCTION OR SiTE CLEARING. ER0510N AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION 15 ESTABLISHED. 6. DEMOLISH EXISTING STRUCTURES 7. ROUGH GRADE SiTE A5 REQUIRED TO INSTALL DRAINAGE FEATURES. 8. CLEAR, GRUB &ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXP05ED AREAS SHALL BE STABiLiZED PER ER05i0N CONTROL NOTES BELOW) 9. INSTALL UTiLiTiES AND OTHER SiTE IMPROVEMENTS, iNCLUDiNG FRONTAGE IMPROVEMENTS. 13.5TABiLiZE AND COMPOST AMEND ALL EXPOSED 50iL5 PRiOR TO REVEGETATION OF ENTIRE SITE. 14. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY ER0510N CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABiLiZATION AND APPROVAL BY CITY INSPECTOR. 9. CONTRACTOR SHALL VERIFY ALL CONDiTi0N5 AND DiMENS10N5 AT THE PROJECT 51TE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATNE OF ANY DISCREPANCIES. � � �" 10. PiPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD GONDiTfONS. �QQ� 11. CONTRACTOR SHALL OBTAIN A DOPY OF THE 6EOTEGHNiGAL REPORT (WHERE APPLICABLE) AND SHALL '�� / / W� SiTE 1' LAN KEY THOROUGHLY FAMiL1ARiZE HIMSELF WiTH THE CONTENTS THEREOF. ALL SiTE WORK SHALL BE PERFORMED iN `1V �� / STRICT COMPLIANCE WiTH THE RECOMMENDATIONS OF THiS REPORT. pJ ,\pP, / �� / / PROPERTY LiNE "� � � / EXISTING BUiLDiNG 12.5TRUCTURAL FiLL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE p`� � / �� /� � / �------- EXISTING BUILDING, TO BE REMOVED PROJECT 6EOTEGHNiGAL REPORT. �� ;' i � :" %� -' _ �� / :', ;'I ;, , %�" , i� , ;, " , 13. SUBGRADE SOILS iN ALL AREAS WHERE RA1N GARDENS, iNFiLTRATfON OR PERV10U5 PAVEMENT iS TO BE � ;' ; � ;' :" ,- ;' ; � ; � :' :" ;' � / � C � , ;' ' ;'� EXISTING FiR TREES TO REMAIN i �Q- ORANGE PROTECTNE BARRIER � � PROPOSED BUILDING PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM GOMPAGTNE AGTNiTiES (i.r. HEAVY FENCING TO BE PLACED AT THE � / � `/ �� PRNATE STORMWATER DRAIN LiNE STORM WATER LiNE EQUIPMENT, STOCKPiLiNG). TREE DRiP LiNES, TYP � /' ` 35 / /� � SANITARY SEWER LiNE .� 14. MANHOLES, CATCH BA51N5, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE / `�� M��1!V, ; 3' l / w WATER LiNE NATNE SOiL OR COMPACTED STRUCTURAL FILL. iF SOiL iS D15TURBED, SOFT, L005E, WET OR iF ORGANIC / �`. �'`'� S'7� / l � 5f SiLT FENCE SEDIMENT BARRIER MATERIAL 15 PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WiTH COMPACTED STRUCTURAL FiLL ;'" ;'" ;'" ;' � .�`S i ,,i ", , '"; :" PER GEOTEGHMGAL REPORT. , ;' ;' ; " ;' % :' :' ;:" �`:� �o,� sf �\------------- BUILDING SET -BACKS � / \�" FS \ S� \\ TOPOGRAPHIC LiNE 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DiMENS10N5 AND LOCATIONS OF BUILDINGS, / �`. c�J, LANDSCAPED AREAS AND OTHER PROPOSED OR EXi5TiN6 SiTE FEATURES. / � � /`g'9C,(- � '� � \ \ � FENCE LiNE S 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE / h� ��`�/ �\ \\ \ AVERAGE GRADE RECTANGLE INDEPENDENT OF OTHER SiTE DRAIN LINES AND SHALL BE T16HTLiNED TO THE STORM DRAIN SYSTEM WHERE / `. / s� \ \ \ \ - - - - - � ROOF OVERHANG INDICATED ON THE PLANS. / / e 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND iN OPERATfON PR10R TO Q' / yk / / / ,� � \ \ \ , INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. � / / / Q�V �� s� \ �' " t�`v" � / / / w � � \\ \ 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BA51N5 AND OTHER EXTERNAL DRAINS SHALL , VO / yk / �' / QO� `� \\ \ BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. ;'Q� / / / Q��k s S,� \\ 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE !v / e � / / �k \ \ ;-s�lp, SYSTEM DOWNSTREAM OF THE SiTE STORMWATER DETENTION SYSTEM. " ��/ / h; / / ,� \ \,� STO Rrvisrd 05.152017 �/} e � / s,� /ji r \ \,y� , "Q /"� / / �� s Sao \ 0� 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SiTE ' Q � / e{ / � / s \\ 1Ej+: \ '91�, f IMPROVEMENTS iNDiCATED ON THESE DRAWiN65. ;'�Q / / / / / \ �.�0 � \ s,� ss%1� \\i1�.¢ 21. A SEPARATE iRR16ATi0N PERMIT MUST BE OBTAINED FROM THE CiTY PUBLIC WORKS DEPARTMENT. PRIOR q� F TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE GiTY WATER QUALITY TECHNICIAN, A DOPY OF THE / �---,=-,L / � - /- ,�O � � s /`93g \ \S��S��yF BAGKFLOW TEST REPORT. TEST REPORTS GAN BE FAXED TO 425-744-6057 OR EMAiLED TO / T � -I � p� t�j � S,� S' \ �` JEFF.KOBLYK®EDMONDSWA.GOV. BAGKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY / / / / / I �Q �k�' s THEREAFTER. : " / / i " / / / I �� \ \ ; EXiSTiNG AND PROPOSED °� / ' � i k� � � -� s 22. A5 A MiMMUM REQUIREMENT, ALL D15TURBED AREAS ON AND OFF 51TE SHALL BE RETURNED TO THE CONTOURS, TYP. U.N.O. / / EXISTING DECK, TO BE REMOVED I �0 *.� s �� EXISTING STORM DRAiN EQUNALENT OF THEIR PRECONSTRUCTION CONDITION iN ACCORDANCE WiTH APPROPRIATE REQUIREMENTS AND / / � j ,� � / � i w� �\ `. \ ` \\� ATCH BASiN 12, TYPE 11, 48" STANDARDS. " � �-� -- - � s .� � \ TOP=162.52', iE=146.22' (12'� 23. ALL DISTURBED SOiL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON- SiTE EROSION AFTER THE COMPLETION OF GONSTRUCTiON SEE EROSION CONTROL PLANS FOR SPEGiFiG GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WA5HiN6 OF THESE STREETS WiLL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THiS PROJECT 15 NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOiL AND ROCK MATERIALS ARE REQUIRED. < 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MiMMUM 590 SLOPE FOR A MiNiMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRAGiN6 AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTiLiT1E5 AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RE5PON51BLE FOR REMOVAL OF SHORiN6 AND BRACING, A5 REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CiTY AND FOLLOW CiTY PROCEDURES FOR ALL WATER SERVICE iNTERRUPT10N5, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAIMNG WRITTEN APPROVAL FROM THE FiRE MARSHAL. 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL 0 I N n � NATNE BACKFlLL MATERIAL I ,,. FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2' x 2" WOOD/STEEL POSTS WIRE MESH FENCE TO SUPPORT FILTER �I FABRIC N � `BURY BOTTOM OF FILTER N MATERIAL 8" TO 12" 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN �� , REVISION DATE OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 ,CITY FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL 'Si. 189� ER-900 APPROVED BY: R. ENGLISH h / o� � I a4' � h I /' I �o � � .LS 4 TH IN DE FULL WIDTH CRESS/EGRESS DETAIL NOTES: 1O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. 0 ATB DRNEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES• 1. SURFACE WATER -ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WiTH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDRION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SffE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPACES AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHi-OF-WAY A1lJSf BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SffE. WHEN WASHING IS USED, R SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPACES AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PR01ADE0 AFTER EACH RARJ. • PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN �� -"yam STABILIZED CONSTRUCTION JANUARY o,e �� \� CITY OF EDMONDS ENTRANCE -_ PUBLIC WORKS STANDARD DEPARTMENT DETAIL -------y s y . 18 9l� APPROVED BY: R. ENGLISH E R - 9 01 PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS� < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 EXiST. SEWER LiNE TO BE CAPPED AT / I � "� I " I ' EDGE OF EASEMENT AND NOT REUSED. / / /� I i NEW SEWER LATERAL 1S PROPOSED AND I � I ; I � I I iS TO BE CORE DRILLED AS PER CiTY / -'' -" STANDARDS WiTH ROMAC SADDLE oR / -'� � � / I � DEMOLISH EXISTING RESiDEENCE I� I I i I HOUSE AND DECK I � I / EQUAL. SEE CiTY OF EDMONDS, � � ' I STANDARD DETAIL SS-202 '�ti`�// I I MAiN FLOOR SUB -FLOOR= 160' � ' '" � p � I ,'��c, I TOP OF LOWER FLOOR SLAB=148.8' cp / �'�' I 17 '`� '�`L '" � �FOOTPRiNT OF EXISTING B �' ' W TESC NOTES: � / - ti ,'� c� _ � °O /.-- �. � I �� '% J %� / � %� -�. j� 7 �� J �' � �� `� /�% ��j/%� (� �j��,�' �i��% ��% ),�� L 9 /�i .., <$ �. 4 a. f q FlLTER SOCK WITH J OVER FLOW HOLES • (TYP) ..aa a. a .; . 8 .:, . a . :° .� �P P / ��,, � HOUSE, TO BE DEMOLISHED I "-� � , � m / � / /'� cO � `/ i '�.�, � I -FILTER SOCKS TO BE ADDED TO ANY CATCH BASINS '� � � � �� h I ' �__�------ I DOWNSTREAM FROM THE CONSTRUCTION SiTE PER : "k�� ,� o SLOPE DiRT AWAY FROM HOUSE / � � EDMONDS CiTY DETAIL ER902, TYP. 2 ► N / I FOUNDATION AT 1/4" PER FT. (MiN.), TYP. CUT AND CAP EXISTING S1DE SEWER � � � Z � '4 LiNE AT EDGE OF EASEMENT I o r �'�� -ALL DISTURBED AREAS TO BE COMPOST AMENDED �, I � o -. / I -- PER 2014 SWMMWW BMP T.5.13 TYP. , S -I w l / l � \ sf I � 1��,� - INSTALL AND MAINTAIN ALL TESC MEASURES wc� � I / I I I ►� I , "7 � I I, � � / � � I �'� � ACCORDING TO APPROVED PLANS, COE STANDARD ' / ,( / sf ----�- ; ` J ' � `� DETAILS AND ALL OTHER MEASURES THAT MAY BE � NEW OUTSi �E GA5 METER LOC � ON / I � � REQUIRED DURING CONSTRUCTION. � � � sf � / FiLTER FABRIC FENCE PER DETAIL �� \ w ` I 5 ER 900 ON SHEET D1.0. SiLT / � , FiLTER FENCE TO MARK EDGES �'' � � I I OF CLEARING, TYP. �X/g 5f w �'� � � lOtp„ � � / nNG �iy� \ sf \ � ; 1�1Z,41N E' STORM STOCKPILE TO BE COVERED e ELECT. METER �S�ME I NE � sf _! WiTHiN 24 HOURS, TYP. _ _ _ _ �� ;' l I � DISCONNECT EXISTING WATER W �� I .4 LiNE TO EXISTING HOUSE AND �� I I r INSTALL HOSE B1B W1TH AN AVB tr � jO : I I GRATE AT THE METER � PROPOSED - � I � � TEMPORARY DRIVEWAY'"� Q';, I UNDERGROUND � I , SOiL STOCK 'N I I ELEGTRiGAL LiNE TO cq � ; PiLE AREA I I HOUSE. 3" SCHEDULE m � � � /', I 80 PVG ELEGTRiGAL �}- � I I �� FILTER SOCK WITH Q 3 ; � � S I `' OVER FLOW HOLES CONDUIT AT 2' BELOW w , � � GRADE (MiN.), TYP. n z (TYP) I, � , f O � F 3 I I. N I I , EX15TiN6 N � �' �'' ; EXIST. 3/4" WATER � � < � I I �', PLACE ORANGE FENCING AROUND ELECTRICAL BOX METER, REPLACE WITH NEw r' WATER METER 4 � �',, DRYWELL SiTE TO PREVENT a�. CATCH BASIN � ! � � or'rroNAL eACICFLow � I ;, I I `., COMPACTION . � ' +Q, LANDSCAPEFRRiGATfON I `�1 I I PLACE ORANGE PROTECTNE I !' S 820 5 � �„ Tap TEMP. CONSTRUCTION ENTRANCE FENCING AROUND EXISTING TREE' � Fx�sr1NG �15' TALL i' 5 22 E q.5 �, PER DETAIL ER-901 /SHEET TESC ARBORViTEA AT THE DRiP LiNE, TYP. 3 21'-p�� I �; I i / I �,, EXISTING LIGHT POLE ' CONNECTING 12" STORM PiPE PER GiTY RECORDS � EXISTING STORM DRAiN CATCH , �Exisn � �,W � fi� 5`% � `� _ BA iN 13 _ / ; , , , !� cuRe ANp GurrER � , TYPE ll, 54". TOP=159.29' � _ (1l'P. ExtSTiNG DRAIN GRATE,16" x 2a", DATUM T I _ -� � 4 I �. iE = 55.5912" iN E _ i OP OF DRAi / I in PROVIDE FILTER SOCK W/ OVERFLOW 155' 3- -. N LiD) � I I '� iE=151.5912" iN W HOLES PER GOE TEMP. SEDiMENT TRAP � iE=147.0912" OUT N FOR GATGH BASINS STANDARD DETAIL NEW CONCRETE CURB CUT i NOTES: ! FOR PROP. DRNEWAY, � ',EifS��iE� 146.6136 E-902, SHEET D1.1 , ................ CATCH BASIN USE COE DRNEWAY 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN APPROACH TYPE 1, � ; EXIST. SURVEY NAiL� ., GS�� THIS APPLICATION AT ALL TIMES DURING STANDARD DETAIL TR-541 � F� CONSTRUCTION PERIOD. cn , '9��. i 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. � REVISION DATE CITY OF EDMONDS � TEMPORARY JANUARY 2018 SEDIMENT TRAP ��' �- PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL Fst. 18g� APPROVED BY: R. ENGLISH ER-902 3R, VISTA DEL MAR DRIVE � �BRiNG NEW 6A5 LiNE INTO HOUSE FROM �EXiSTiN6 CiTY OF EDMONDS EXIST. 6A5 MAiN iN STREET. LOGATfON TO I UNDERGROUND WATER LiNE iN BE DETERMINED BY PSE. PROVIDE 2" DiAM. ViSTA DEL MAR DR. / YELLOW PVC CONDUIT I .� TESC EROSION CONTROL AND DEMO 1�LAN SCALE :1"=10'-O" 0 10 20 40 • V �O o � O � � U v� I� O � � � "�"� U ,� � ^� �/ � � �� ,,4' O � � � � ro V � �" `� cd �I ,� � � ooMo � . � � �o � � o0 � I� O Z � .--� � F� �O V■ � �■■i N •� O I --I � •� � C� O �--, b1J r--a �� " � r� r"' • � ., �/] t-� V � �� ,� • O Z Z O U /� � L Z O (n O V O O W U W V W DRAWN BY: DATE: REVISED BY: DATE: RK, KG 8-i5-2o REVISED BY: DATE: REVISED BY: DATE: REVISED BY: I DATE:�t SHEET TESC / �� ' ,o �� ,' o �~v� / �. � qs1 / 8' � w �� / / �o off" �� / ��4 ti �o ;, DRYWELL SiZiNG: CHECKLIST 13: DOWN51'OUT FULL INFILTRATION -SYSTEMS, MODELING AND SiZiNG (SWMMWW VOLUME iii, SECTION 3.1.1) -2' iNFiLTRATiON TRENCH LENGTH i5 SIZED BASED ON UNDERLYING SOIL TYPE. -FROM NELSON GEOTECHMCAL A550C, iNC. SOIL REPORT DATI=D DECEMBER 20, 2018, FiLE #1065318, BAORERAiN), GTLHOEG50B-iL3, TFYiG1'EURiSE: 7, (LOCATION iN THE GARAGE) -0 - 4.5' = FiNE TO COURSE SAND WiTH SiLT, GRAVEL AND IRON -OXIDE (LOOSE -MOIST) FiLL -4.5' - 7' =ORANGE BROWN, FiNE TO COURSE SAND WiTH GRAVEL, SiLT, AND IRON OXIDE STAINING (MEDIUM DENSE, MOIST) -USE FiNE OR LOAMY SAND AND 75 LF OF TRENCH i'ER 1,000 SQUARE FEET OF CONTRIBUTING ROOF AREA -ACTUAL CONTRIBUTING ROOF AREA = 241 5F 75/1000 =LENGTH OF NEW TRENCH/2415F =LENGTH OF TRENCH i518 FT. -A5 PER TRENCH HANDOUT SHEET 5D 636, AREA OF GRAVEL i5 2x1.5x18' = 54 CU FT -USE DRYWELL AREA OF 5'x5'x2.2' = 54 CU FT i DRAINAGE / UTILITY PLAN NOTES: 1. iMPERVi0U5 AREAS ARE MEASURED OUTSIDE PROPOSED ROOF OVERHANG, TYP. 2. SEE PAGE D1.1 FOR STORMWATER AND UTiLiTY DETAILS 3. CONT. 4" RIGID PERFORATED PVC DRAIN PiPE AT PERIM. OF ALL EXTERIOR FOOTINGS, INCLUDING CENTER GARAGE CONCRETE WALL FOOTINGS. COVER WiTH 1.5" DRAIN ROCK AND FILTER FABRIC, TYP. 4. RESTORE 50iL AND ADD AMENDED SOIL (SUCH A5 LANDSCAPE BARK) AFTER CONNECTION OF NEW LINE INTO EXiST. STORM LiNE, iN EASEMENT, OUTSIDE OF PROPERTY LiNE. 5. iF THE RiM TO INVERT ELEVATION ELEVATION EXCEEDS 5', A TYPE ii MANHOLE WiLL BE REQUIRED. 6. FiRE SPRINKLER TO BE iNCORPERATED INTO THE HOUSE A5 PER CiTY OF EDMONDS AND FiRE DEFT. REGULATIONS. SiTE SLOPE - LOT 5LOi'E FROM EAST i'ROf ERTY LiNE TO TO}' OF BLUFF = 21% - LOT SLOi'E FROM TOi' OF BLUFF TO BOTTOM OF LOT/WEST PROPERTY LiNE = 50� �� / +�/� / EXISTING SANiTARY SEWER MH, �� /�Q- / � .1.E.139.761N E, 8" PVG / `�� 4� �'��PRNATE STORMWATER DRAiN LiNE `. 3 � � ��' / S� " � � // / '- " 'EXIST. CATCH BASIN 11, TYPE 1 / `• l� rip � 3sy., / / l �� TOP=147.96 � � � � OAS! \ �.% iE=144.76' �` �S� �� -CONNECT W/ 6" SDR 35 DRAiN PiPE FROM EDGE OF EASEMENT T012" // �`�� TB,9 � STORM LiNE. PROVIDE 6" DiAM. GLEANOUT. `. � 0.(- /s �\- PROVIDE A 12" LAMPHOLE COVER WiTH 1/2" HEXBOLTS W/ A CONCRETE r""� -" ;' � %" /�� i F PiPE AT GLEAN-0 0 B ,';, ;,, / ,;' ',;: ';, , �;' %;, ' %, , ' , �� , ;, ';i , ��, , / , / , , , , , - , ;' ;' �� ;' , % ;' . _ , , , - _ -' NECT W/ 6 SDR 35 GASKETED SEWER '�\ 35 PVDC DRA NEPiPE iNE BO NEW CLEAN OUTC(1E / 145.4� PiPE FROM SEWER LiNE TO EDGE OF � �c \ 1�ROJECT ADDRESS 17901 V15TA DEL MAR EDMONDS, WA 98026 PROJECT DESCRiPTiON DEMOLITION OF EXISTING 897 SF, 2 BDRM,1 BATH RESIDENCE. CONSTRUCTION OF A NEW 4759 SF RESIDENCE WiTH AN ATTACHED GARAGE. LEGAL DESCRiPTiON SECTION 07 TOWNSHIP 27 RANGE 04 QUARTER SW AND SECTION 12 TOWNSHIP 27 RANGE 03 QUARTER SE VISTA DEL MAR BLK 000 D-0O -LOT 11 TGW EQ AND UNDiV 1/12 iNT iN KAiREZ DR TAX PARCEL NUMBi=R 00914200001100 LOT SIZE 23,087 SF (0.53 ACRES) EXISTING AND PROPOSE CONTOURS, TYP. U.N. 92�, S ��`�8'S6„ E 17�� LOT COVERAGE 35%ALLOWED -HOUSE MAiN FLOOR = 264.3 5F -GARAGE FLOOR = 802 5F TOTAL PROPOSED LOT COVERAGE = 3445 5F LOT SiZE = 23,087 5F 3445 5F / 23, 087 5F=14.990 LOT COVERAGE IMI�ERVIOUS AREAS SURFACE PROPOSED AREA - HOUSE MAIN FLOOR = 2643 5F -GARAGE FLOOR = 802 5F -ENTRY PORCH = 19 5F -GARAGE ROOF OVERHANG = 159 5F - HOUSE ROOF OVERHANG = 930 5F -ENTRY PORCH ROOF OVERHANG = 137 5F - DRNEWAY TO PROP. LiNE = 466 5F - DRNEWAY (PROP. LINE TO CURB) = 208 5F - EXIST. CONCRETE SiDEWALK = (-123 5F) TOTAL iMPERVi0U5 AREA TO PROP. LiNE = 5156 SF TOTAL iMPERVi0U5 TO CURB = 5241 SF LiNE TYPE AREA (5F) 1. EXEMPT 0 5F EXEMPT NON-EXEMPT 2. REPLACED O SF O 5F 3. NEW 52415E 4. NEW AND NON-EXEMPT REPLACED 52415E SiTE PLAN KEY '\ EASEMENT. PROVIDE 6" D1AM. GLEANOUT. � / � •/ Q'�� . �� CONNECT NEW 4 PERFORATED R161D CONT.� ��I / PROVIDE A 12" LAMPHOLE COVER WiTH 1/2" y � / � �� \ \ FOOTiN6 DRAiN LiNE AND ROOF TIGHT LiNE TO / HEXBOLTS W/ A CONCRETE COLLAR. INVERT / / ,��, Q` � ` s CATCH BASIN AT 10' FROM CORNER OF HOUSE �V OF PiPE AT CLEAN-0UT TO BE 141' / / • � � / \ \ � \ ;'" :' : � � / : " � � ;sal ' !(� INVERT OF SEWER LiNE CONNECTION TO / / � . / O�� `��;�/ `� \ \ �, �S %� ' � � �� / BE +/-139'. iF SLOPE OF PiPE 15 OVER � y / �� / \ \ � � "- � TO,� !� 2090, ANCHOR PiPE AS PER GiTY OF � / k, � � � \ s Sy�o \'yl�� Q EDMONDS REQUIREMENTS s �/ � \ �6,; �pf Q / / / / ;'CORNER ELEVATION \�i' \ `s5, \ ��I �O / / � � / �O � " EXIST. =14T \ •�Fo� � h' \\�� / / y � / P PROP.=148.6' ,�s� \��t',y9 s ��93 � \s�'95� � / � / / p� / FTC. PiPE A�46, \ \ \'� �•� �6� � �fiil'/' EXiST. SEWER LiNE TO BE CAPPED AT � �, � � / '\ � � � \ i EDGE OF EASEMENT AND NOT REUSED � � � � �,Z'r�/ �4k s � / r � � ADS . NEW SEWER LATERAL iS PROPOSED AND y / �/• Oki / 4" ABS PiPE FOR SEWER LiNE � ��%s \ s iS TO BE CORE DRILLED AS PER CiTY k .� // INSIDE HOUSE TO BE STUBBED � � "�� \ � EXISTING STORM DRAiN STANDARDS W1TH ROMAC SADDLE ORS � �/ �� .`� / \ OUTSIDE OF HOUSE 2 FT. FROM 2 � CONTINUOUS 4" RiGiD �� „ / � PERFORATED PVC DRAiN PiPE AT `. \ ATCH BASiN 12, TYPE II, 48 EQUAL. SEE CiTY OF EDMONDS / / � O � � FT. STUB, CONNECT W/ 4" SDR 35 �` �CONTiNU0U5 4" RiGiD TIGHT LiNE PVC TOP=162.52', iE=146.22' 12' ' � / STANDARD DETAIL SS-202 � �� 6ASKETED SEWER PiPE TO 6" PERiM. OF ALL EXT. CONCRETE � DRA1N PiPE W/GLUED GONNECT10N5. ( � / � / k� / ,{� SEWER CLEANOUT. INVERT EL. OF 2" FT65. iNCLUDiN6 CENTER `�� \ \ SLOPE AS SHOWN / ' / � y / � 4 PiPE TO BE 145' GARAGE CONCRETE WALL FTC.. `� � \ � I %" �'t' �,� COVER WiTH 1.5" DRAiN ROCK AND * `�� , \ %" / /, ; ' � / / / FILTER FABRIC, TYP. `` \ � I / � / � � CORNER ELEVATION � / � I I I y � / O EXIST. =159' / � v PROP. =160' �� / I `� I / / PROVIDE SCHEDULE 40, 4" RiDGiD DS PiPE=155.8' % / � , �V'� /' DRAiN PiPE iF DRAiN LiNE iS �-� IN l ; � I y I I O CLOSER THAN 24" TO GRADE OR PROPOSED � 10'' " I ' / iF ROOF DRA1N LiNE 15 INSTALLED ��" SID I / / g .�� / UNDER CONCRETE PAT10. RESIDENCE �. � SST E Y,q�D � I � , BgCK l w. ,.'�� MAiN FLOOR SUE�FLOOR- 160' Q r' / gyp.) � I0 � I �``` ,� "� �� o��-GONTiN0005 4" RiGiD TOP OF LOWER FLOOR SLAB=148.8' �c��' / . � � �� %/ 4, _n�1/ �c, PER ORATED P G DRAiN PiPE AT Q-� 4 �' � � � � � ' j �'��ti�- y,�(p`�,l �pG / OUTSIDE OF EXTERIOR CONCRETE �� C? �� , /� �, I � W I �/, �� '�/ "� / D� ROCK �D FILTER FABRIC QC'1�C9P� �k -,��d � it `� �' � �' �j j �P � / QV, Dad' ,�� g c� / I I �h / � � � \ /,_-_.--CORNER ELEVATION APPROXIMATE LOCATION OF BORING LOCATION �' %�� U' i/ �oc � � � y � \ EXIST. =149' B-3 FROM NELSON 6EOTECHNiCAL ASSOC, iNC. -� � � SLOPE DiRT AWAY FROM HOUSE / \ PROP.=148.6' SO1L REPORT DATED DECEMBER 20, 2018, FiLE � ' � _ .Z j DS I _N / I FOUNDATION AT 1/4" PER FT. (MiN.), TYP. / , ` � \ DS PiPE =147 5' #1065318, FIGURE 7 � ; : � � � � f PROVIDE DNiDER iN GUTTER, SLOPE / / / �� , MAINTAIN 3' OF HORIZONTAL / � � � 1 0 � : / GUTTER TO GARAGE CORNER AND / / / F�y�\� SEPARATION BTWN THE WATER, � � ,, " C? �� / I/ I NORTHEAST FROM HERE. / SEWER AND STORM SERVICE LiNE � I / / / � / \ � � AND DRY UTILITIES (POWER, PHONE, PROPOSED � ,; Q '1' � ? / / '� • � DS ' � EASE, CABLE, ETC.). 5' REQUIRED !� � GARAGE � ,' NEW OUTSIDE GA5 METER LOCATION / � / ` � � _ FROM ANY CiTY MAiN LINES, TYP.. 803 SF ' � � // / RAF RHA�\`- �`s TOP OF GARAGE 241 SF OF GRACE ROOF � � I I / / OVE `� � ,AREA TO DRA1N iNi•0 DRY, /� / / �� '� � PROPOSED SLAB =160' WELL (1T X 14.5) r / ;' ENTRY PORC /,•'" �� :'� NEW FENCE TO MATCH EMST. (HEIGHT,— / DS �, ''-g" 3' TALL RETAINING WALL FOR / MATERIAL & CONSTRUCTION), WEST OF � � / �' �, i 14,6„ , �G, / / GARBAGE CAN RECESSED AREA. TOP EXIST. DRAiN GRATE; �� • -� ` ` `� ;.' F � /pR� �" STO'F'M I OF RETAINING WALL=158.5' ELEVATION , , __ __ , WATER METER NOTES: 221' ;' �'' p � _ ` � _ _ _ _ _ L u ELE . M�� R SMFN7-I . lV�yv ROP, ROOF, ------ I m - REMOVE EXIST. 3/4" WATER METER. �HCE � "�'ERHa�� ` pg CORNER ELEVATION I - THE BACK OF THE WATER METER iS TO BE ON THE � �:� PROP.=159.8' EDGE OF THE EASEMENT (DO NOT LOCATE THE PROPOSED � ' DS PiPE=157.8' METER iN THE DRNEWAY) 3 � DRNEWAY' � � � � / ' UNDERGROUNDS <r � � �� - � CONNECT 4" PVC RiGiD DRAiN PiPE FROM - INSTALL NEw 1-v2° wnrER SERVICE LiNE FROM THE �- 455 SF ON PROPERTY I CORNER DOWNSPOUT TO CATCH BAS1N ELECTRICAL LiNE TO c0 �' ," Y T E BACK OF T E ETER TOT E HOUSE T i5 i5 � v -'200 SF 1N R 0 W � � I �� PROPERTY LiNE EXISTING BUILDING ------- EXISTING BUILDING, TO BE REMOVED C � PROPOSED BUILDING STORM WATER LiNE 5 - SANITARY SEWER LiNE w WATER LiNE 5f SiLT FENCE (SEDIMENT BARRIER) ------------- BUILDING SET -BACKS ------------------------ TOPOGRAPHiC LiNE FENCE LiNE AVERAGE GRADE RECTANGLE — — — — -- ROOF OVERHANG H H M H H HOUSE. 3" SCHEDULE � z; e � I AND DRYWELL. USE 4 PVC REQUIRED FOR A COMBiNAT10N OF FiRE AND }i , � m � -' � � PERFORATED DRAiN PiPE iN DRYWELL DOMESTIC SERVICE. 80 PVG ELECTRICAL ij- �' E- CONDUiT AT 2' BELOW O w � � OBSERVATION PORT, 4" RiGiD PVC I - LABEL THE PiPE MATERIAL AND NOTE TRACER WiRE GRADE MiN.), TYP. � z ; � , , -3� ,N CLEANOUT, 4" RiGiD PVC x CATCH BASiN/YARD DRAiN (iE=157.5� TO BE INSTALLED ON THE WATER SERVICE LiNE. � � O EXISTING :��' � � Exisr. 3i4° WATER � � �� I TYP. DOWNSPOUT 1NFlLTRATION DRY WELL PER - iF LANDSCAPE iRRiGAT10N BAGKFLOW ASSEMBLY � METER, REPLACE WiTH w � I COE ENG. DETAIL SD-638 LOCATiONLOCATE EAST OF NEW WATER METER ELECTRICAL BOX o / I I Q � I 5' (W) X 5' (H) x 2.2' (D) NEW 1" WATER METER � OPTIONAL BACKFLOW� cn � 5.p� I I TOP OF ROCK ELEV. -158', ( ) ," � LANDSCAPEFRRIGATiON � � 5� /n. �:' I I BTM. OF ROCK ELEV.-155.8' - PROVIDE 18" MiN. SEPARATION WHERE WATER AND i ELECTRICAL LiNE CR055. � 22 � / E 45.p0' `� I � ---OVERFLOW PATH TO GURB,12" 3 21'-O° �;, DEEP TRENCH W/ 1-1/2" WASHED ' ROCK TO PREVENT EROSION NEW SIDEWALK TO MATCH COLOR OF EXiSTiN6 LIGHT POLE / EXIST. AND MEET CiTY OF EDMONDS 4 4 I EXISTING STORM DRAiN CATCH DRNEWAY APPROACH TYPE 1, ` ' CONNECTING 12" STORM PIPE PER CiTY 1Z>=CORDS � 1 � T / � BASiN 13, STANDARD DETAIL TR-541 �F�05TiNG � ' new �� f- �] I z __CURB ANp GUTTER � I I I r I Q I � TYPE ii, 54", TOP=159.29' EXISTING DRA1N 6RATE,16" X 28",—Q DATUM 1 � �p'� - `� r - � iE = 55.5912" iN E PROVIDE FILTER SOCK W/ OVERFLOW —. (TOP OF pRAiN LiD �_____ ' � I I �� iE=151.5912" iN W HOLES PER COE TEMP. SEDIMENT TRAP S FOR CATCH BASINS STANDARD DETAIL NEW CONCRETE CURB GUT iE=147.0912" OUT N ' ROgp gLOPEg F� SE COE DRNEWAY ;r ��;��5�� 146.61 36 E-902, SHEET D1.1 � Zo � APPROACH TYPE 1, � ' , EXIST. SURVEY L Sro�� o z � STANDARD DETAIL TR-541 N / y� � � � a ViSTA DEL MAR DRNE � � �BRiN6 NEW 6A5 LiNE INTO HOUSE FROM � � p EXISTING CiTY OF EDMONDS EXIST. 6A5 MAiN iN STREET. LOCATION TO EXISTING 5' WiDE SIDEWALK TO BE � I UNDERGROUND WATER LiNE iN BE DETERMINED BY PSE. PROVIDE 2" DiAM. REVISED WiTH NEW DRNEWAY, ViSTA DEL MAR DR. � � YELLOW PVG CONDUIT MAINTAIN 5' WIDTH, TYP. DRf�INf�G� /UTILITY 1�LAN SCALE :1"=10'-O" 0 10 20 40 • v �O N � o � � U v] O O � •�, � U .� � � � � � � �� O � �, � o W �' `, b � P� �I , � � ooMo � . � � �o :� ^^� I-� � o0 � Q, o Z � .N�.. � H �o V � � � a� .� o Q� • ��--,� �� b....Q � � n� I� � • r--� �, V] r� V � r--� ,� W • Z W W V Z DRAWN BY: DATE: REVISED BY: DATE: RK, KG 8-i5-2o REVISED BY: DATE: REVISED BY: DATE: REVISED BY: DATE: SHEET �1.0 GENERAL CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPP PURPOSE: ' TO PREVENT THE DISCHARGE OF SEDIMENT AND OTHER POLLUTANTS TO THE MAXIMUM EXTENT PRACTICABLE FROM SMALL GONSTRUGTION PROJECTS. DESIGN � INSTALL,ATION PLAN AND IMPLEMENT PROPER CLEARING AND GRADING OF THE SITE. IT 15 IMPORTANT ONLY TO CLEAR THE AREAS NEEDED, KEEPING EXPOSED AREAS TO A MINIMUM. PHASE CLEARING 50 THAT ONLY TH05E AREA THAT ARE ACTIVELY BEING WORKED ARE UNCOVERED. NOTE: CLEARING LIMITS SHALL BE FLAGGED ON THE LOT OR PROJECT AREA PRIOR TO INITIATING CLEARING FROM OGTOBER 1 THROUGH APRIL 30, NO SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR MORE THAN TWO DAYS. FROM MAY 1 TO SEPTEMBER 30, NO SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR MORE THAN SEVEN DAYS S01L SHALL BE MANAGED IN A MANNER THAT DOES NOT PERMANENTLY COMPACT OR DETERIORATE THE FINAL 501E AND LANDSCAPE SYSTEM. IF DISTURBANCE AND/OR COMPACTION OGGUR THE IMPACT MUST BE CORRECTED AT THE END OF THE GONSTRUGTION ACTIVITY. THIS SHALL INCLUDE RESTORATION OF 501E DEPTH, 501E QUALITY, PERMEABILITY, AND PERCENT OF ORGANIC MATTER. GONSTRUGTION PRACTICES MUST NOT GAUSS DAMAGE TO OR COMPROMISE THE DESIGN OF PERMANENT LANDSCAPE OR INFILTRATION AREAS. LOCATE ANY 501E PILES AWAY FROM DRAINAGE SYSTEMS. 501E PILES SHOULD BE TARPED OR MULCHED UNTIL THE 501E 15 EITHER USED OR REMOVED. PILES SHOULD BE SITUATED 50 THAT SEDIMENT DOES NOT RUN INTO THE STREET OR ADJOINING YARDS. BAGKFILL FOUNDATION WALLS A5 SOON AS POSSIBLE AFTER BAGKFILLING. THIS WILL ELIMINATE ANY SEDIMENT L.U55 FROM SURPLUS FILL. THE GONSTRUGTION ENTRANCE SHALL BE STABILIZED WHERE TRAFFIC WILL BE LEAVING THE GONSTRUGTION SITE AND TRAVELING ON PAVED ROADS OR OTHER SURFACES. PROVIDE FOR PERIODIC STREET GLEANING TO REMOVE ANY SEDIMENT THAT MY HAVE BEEN TRACKED OUT. SEDIMENT SHOULD BE REMOVED BY SHOVELING OR SWEEPING AND CAREFULLY REMOVED TO A SUITABLE DISPOSAL AREA WHERE IT WILL NOT BE RE -ERODED. STREET WASHING 15 PROHIBITED WITHOUT SPECIAL PERMISSION FROM THE 55W UTILITY, GALL (360) 778-7900 SWPPP ELEMENTS 1 - PRESER�/E VEGETATION /MARK CLEARING LIMITS THE LAND DISTURBANCE ACTIVITIES FOR DEVELOPMENT RE UIRES THE GON5IDERATION TO BE GI Q VEN TO MINIMIZE THE REMOVAL OF EXISTING TREES, DISTURBANCE � GOMPAGTION OF NATIVE SOILS, EXCEPT A5 NEEDED FOR BUILDING PURPOSES. THE DUFF LAYER, NATIVE 501E � VEGETATION SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MINIMUM DEGREE PRAGTIGABLE. -BMP'S TO BE USED: BMP G101: PRESERVING NATURAL VEGETATION � BMP G103: HIGH VISIBILITY FENCE 2 -ESTABLISH CONSTRUCTION ACCESS A TEMP. GONSTRUGTION ENTRANCE IS NOT REQUIRED BUT A DETAIL FOR A TEMP. RESIDENTIAL GONSTRUGTION ACCESS IS SHOWN. -BMP'S TO BE USED: NONE REQUIRED 3 -CONTROL FLOW RATES -FLOW RATES WILL BE CONTROLLED BY USING SWPPP ELEMENT #4 ,SEDIMENT CONTROLS. 4 -INSTALL SEDIMENT CONTROLS -DUE TO THE PERMEABILITY OF THE SITE SOILS, SURFACE FLOWS FROM THE SITE ARE EXPECTED TO BE NEGLIGIBLE AND THEREFORE NO SEDIMENT CONTROLS ARE NEEDED. IF THE CONTRACTOR NOTICES THAT DIRTY STORM WATER 15 LEAVING THE SITE, THAN THE CONTRACTOR SHALL LADE SILT FENCING DOWN SLOPE FROM THE DISTURBED AREAS A5 SHOWN ON THE SWPPP. -BMP'S TO BE USED: NONE REQUIRED 5 -STABILIZED SOILS WE DO NOT EXPECT ANY STOCKPILES ON THIS PROJECT. ALL NEW EXPOSED AREAS ARE EXPECTED TO BE COVERED WITH SAND OR BUILDING WITHIN 48 HOURS OF EXPOSURE. -IF REQUIRED, ALL EXPOSED 501E AND ANY 501E STOCKPILE WILL BE STABILIZED. THE 501E STOCKPILE WILL BE LOCATED WITHIN THE DISTURBED AREA SHOWN ON THE SWPPP PLAN. ANY STOCKPILES WILL BE COVERED IN PLASTIC IF LEFT UN WORKED. NO SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR MORE THAN 2 DAYS BETWEEN OGTOBER 1 AND APRIL 30. ANY LAND DISTURBED AREAS OUTSIDE THE PROPOSED DEVELOPMENT WILL BE PERMANENTLY SEEDED. -BMP'S TO BE USED: BMP G120: TEMPORARY � PERMANENT SEEDING � BMP G140: DUST CONTROL rc -PROTECT SLOPES THERE ARE NO GUT OR FILL SLOPES WITH THIS PROJECT. -BMP'S TO BE USED: NONE REQUIRED 7 -PROTECT PERMANENT DRAIN INLETS THERE ARE NO STORM DRAIN GATGH BASINS IN THE ROAD OR ON THE PROJECT SITE. THEREFOR, THERE IS NO REQUIREMENT FOR PROTECTING PERMANENT DRAINAGE INLETS. -BMP'S TO BE USED: NONE REQUIRED 8 -STABILIZE CHANNELS � OUTLETS THERE ARE NO EXISTING CHANNELS AND THE PROPOSED GONSTRUGTION DOES NOT CREATE NEW CHANNELS. -BM-P�'SpT�O BE LULSUE-D�AN�O-�Nc,E REQUIRED 9 - CQ�NY AND AQL CHEMICALS, LIQUIED OR PETROLEUM PRODUCTS, AND OTHER MATERIALS THAT HAVE THE POTENTIAL TO POSE A THREAT TO HUMAN OR THE ENVIRONMENT WILL BE COVERED, CONTAINED AND PROTECTED FROM VANDALISM. ALL SUCH PRODUCTS WILL EITHER BE LOCKED IN A TRAILER OR LOCKED IN A LEAK PROOF CONTAINER. ANY ON -SITE FUELING WILL HAVE SECONDARY CONTAINMENT TO PREVENT THE POSSIBILITY OF SPILLS. ANY HEAVY EQUIPMENT /VEHICLES WILL ONLY BE ON -SITE TEMPORARILY. ANY SPILLS TO BE GLEANED IMMEDIATELY. FERTILIZERS AND PE5TIGIDES WILL BE APPLIED PER THE MANUFACTURERS REQUIREMENTS FOR APPLICATION RATE AND PROCEDURES. NO PH MODIFYING SOURCES SUCH AS CEMENT KILN DUST, FLY ASH, CONCRETE WASHING TEATMENT, GORING WATERS, ETC. ARE ANTICIPATED; IF HOWEVER THEY ARE, WE WILL CONTAIN AND/OR REMOVE THE POLLUTED SUBSTANCE FROM THE SITE PER MANUFACTURER'S RECOMMENDATIONS. -BMP'S TO BE USED: G151: CONCRETE HANDLING � BMP G153: MATERIAL, DELIVERY, STORAGE AND CONTAINMENT 10 -CONTROL DEWATERING -FOR THE PROPOSED BUILDING, DEWATERING IS NOT EXPECTED TO BE REQUIRED, THUS, DEWATERING CONTROL WILL NOT BE REQUIRED. -BMP'S TO BE USED: NONE REQUIRED 11 -MAINTAIN BEST MANAGEMENT PRACTICES -BMP'S WILL BE INSPECTED � MAINTAINED AFTER STORMS AND DURING GONSTRUGTION . 12 -MANAGE THE PROJECT THIS SWPPP WILL BE IMPLEMENTED AT ALL TIMES AND WILL BE MODIFIED WHENEVER THERE IS A SIGNIFICANT GRANGE TO THE SITE CONDITIONS. THE EROSION CONTROL BMP'S WILL BE IMPLEMENTED IN THE FOLLOWING SEQUENCE: 1. MARK CLEARING LIMITS. 2. ESTABLISH STAGING AREAS FOR STORAGE AND HANDLING POLLUTED MATERIALS AND BMP'S. 3. INSTALL SEDIMENT CONTROL BMP'S 4. HAND GRADE AND INSTALL STABILIZATION MEASURE FOR DISTURBED AREAS. 5. MAINTAIN BMP'S UNTIL FINAL SITE STABILIZATION, AT WHICH TIME THEY MAY BE REMOVED. 13-PROTECT ON -SITE STORMWATER BMP'S -ON-SITE STORM WATER BMP'S, EXISTING � PROPOSED, WILL BE PROTECTED AT ALL TIMES FROM SILTATION � COMPACTION DURING GONSTRUGTION. THE APPROVED PLANS HAVE BOTH GONSTRUGTION SEQUENCING � APPROPRIATE SWPPP BMP'S TO MINIMIZE THE RISK TO STORM WATER BMP'S -BMP'S TO BE USED: BMP G103: HIGH VISIBILITY FENCE SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE PIPE ALLOWANCES PIPE MATERIAL MAXIMUM INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP• 12" (WSDOT STD SPEC 9-05.20) sGUD WALL PVG (WSDOT STD SPEC 9-05.12.(1)) fD PROFILE WALL PVC 15" (WSDOT STD SPEC 9-05.12(2)) 5 S• .Tp. 'S�' ?0. 7.�` • CORRUGATED POLYETHYLENE S• STORM SEWER PIPE 5 �„ 4" o" L7R 12" . NOTES: RISER SECTION 1 • CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE 4 • FABRIC KAJt`iG 0. fatS�. 0.REA GF 0.'12 SGI;ARi 1S:C4tES PER � �� M/,y FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY �?• TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT ti6 BE PLACED IN KNOCKOUTS. a• �X� 11/N 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF �` ALL JOINTS, RINGS, RISERS AND FRAMES. 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR �' 'D" SHAPE `� 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE a PIPE INVERT IS 5'-0". 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION f` AND RISER SECTION SHALL NOT EXCEED 1 /2"/FT. 7. CATCH BASIN FRAME AND GRATE SHALL E IN A AN B CCORD CE C 1 C T CI I /. C C t W1Tri STANDARD �PECIflCAT10Si�. 1,4AI,SIG �.,ftF0.�E� .,1iALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. (MEASUREMENT AT THE TOP OF THE BASE) g,VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL. _�\ REVISION DATE CITY OF EDMONDS JANUARY 2018 CATCH BASIN TYPE I PUBLIC WORKS STANDARD DEPARTMENT DETAIL £st. 189u APPROVED BY: R. ENGLISH SD-303 BMP T5.13 -POST CONSTRUCTION SOIL QUALITY AND DEPTH POST GONSTRUGTION ,ALL ` � -,_�- �_ DISTURBED SOILS WILL BE � J AMENDED USING THE DEFT OF ECOLOGY STORMWATER MULCH _ MANAGEMENT MANUAL FOR • WESTERN WASHINGTON, 2014: BMP T5.13 POST GONSTRUGTION LOOSE 501E WITH 501E QUALITY � DEPTH. VISIBLE DARK ORGANIC MATTER ALL AREAS SUBJECT TO CLEARING L.U05E OR ��a" AND GRADING THAT NOT BEEN FRACTURED � ��h, COVERED BY IMPERVIOUS SURFACE, SUBSOIL INCORPORATED INTO A DRAINAGE GAGILITY OR ENGINEERED A5 PLANTING BED CROSS SECTION STRUCTURAL FILL OR SLOPE SHALL AT PROJECT COMPLETION, Not To Scale FIGURE �/-53.3 DEMONSTRATE THE FOLLOWING: 501E QUALITY A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN PLATING BEDS, AND 59S ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 OR MATCHING THE PH OF THE UNDISTRUBERED SOIL. USE COMPOST AND OTHER. MATERIALS THAT MEET THE COMPOST GUIDELINES. 501E DEPTH: THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCOPORATION OF THE UPPER MATERIAL TO ABOID STRATIFIED LAYERS WHERE FEASIBLE. PLANTING BEDS 5HOULD HAVE 2 INCHES OF ORGANIC MATERIAL AS WELL. COMPOST GUIDELINES: MUST MEET THE DEFINITION OF "COMPOSTED MATERIAL" IN WAC 173-350-100 AND COMPLIES WTIH TESTING PARAMETERS AND OTHER STANDARDS IN WAG 173-350-220. MUST BE PRODUCED AT A PERMITTED COMPOSTING FACILITY. ORGANIC MATTER CONTENT SHALL BE 405b TO 655b CARBON TO NITROGEN RATIO MUST BE LESS THAN 25:1. THE G:N RATION MAY BE UP TO 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PUGET SOUND LOWLAND NATIVE SPECIES AND UP TO 40:1 FOR COARSE COMPOST TO BE USED AS A SURFACE MULCH (NOT IN SOIL MIX) IMPLEMENTATION OPTIONS: THE SOIL QUALITY DESIGN GUIDELINES LISTED HERE CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW: 1. -LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 2. -AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT "PRE -APPROVED" RATES, OR AT CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. 3. -STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST AL50 BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT "PRE•APPROVED" RATE OR AT A CUSTOM CALCULATED RATE. 4. -IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THE DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND 15 NOT COMPACTED, DOES NOT NEED TO BE AMENDED. D PRO eR qY 'k4T /Y eR� � OR/V �Ay .a r APROO �D �Yry� � ISEE DRIVEWAY CURB TRANSITIONAL DETAIL BELOW EXPANSION I JOINT AND GUTTER, SEE O � COE STD DP_ TR-520 6' (�) \ EXISTING PAVEMENT FULL DEPTH � MAX 15' 1/2" EXPANSION 2' MIN JOINT SAWCUT 7 2% MAX 8.3:g O4 6" CURB MAX SLOPE 7 � _ �, 3 2 � I SECTION A -A DRIVEWAY CURB TRANSITIONAL DETAIL FOR CURB AND GUTTER OR VERTICAL CURBS OCUR�4B� o GUTTER SHALL BE POURED SEPARATELY FROM THE SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2O DRIVEWAY APRON INCLUDING WING RAMPS SHALL BE A MINIMUM OF 6" THICK AND SHALL BE PLACED ON 2" OF 5/8" CSTC COMPACTED TO 95% MAXIMUM DENSITY. 30 SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. O4 2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. O CONCRETE SHALL BE CLASS 3000. CURB TRANSITION SHOULD MAINTAIN A SLOPE NO GREATER THAN 8.3%. IF THE SLOPE REQUIREMENT CANNOT BE ACHIEVED, MAX1M'UM CURB THE TRAN51TKiN LENGT'r1 SHALT BE 15-FEET. O7 MAINTAIN 1/2" LIP AT GUTTER. 8O IF DRIVEWAY WIDTH EXCEEDS 15', INSTALL A FULL DEPTH EXPANSION JOINT AT CENTER OF DRIVEWAY. O9 INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. 10 FINISH SHALL BE LIGHT BROOM. �- REVISION DATE DRIVEWAY APPROACH JANUARY 2018 - .CITY OF EDMONDS TYPE I PUBLIC WORKS STANDARD ��w� DEPARTMENT DETAIL Est, jg9� APPROVED BY: R. ENGLISH TR-541 w z RESIDENCE d 0 f CLEANOUT ii WRH 45' I BEND AND CLEANOUT (M�) CAP �(TYP) NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WRH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLIAR 2"t r FINISHED GRADE Z a w w s, '- I , z w w w p � 12" LOCKING COVER � � SEE NOTE 3 w O END OF PIPER GRIPPER PLUG a� � EQUAL} E 27061 OR APPROVED `WATER TIGHT CAP ;� / �� 45' RISER LEVELING COLLAR SEE NOTE 4 / 45' J/ 12" PVC SLEEVE � 6" RISER 4" OP, 6" SIDE SEWER 6" WYE AND 6" CITY STUB GENERAL CLEANOUT DETAIL 45' BEND 4" OR 6" 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL � 3 i SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT � � LEVELING COLLAR 1►�pT�$: 2 0 � � SEE NOTE 4 a a c� � ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 12"t 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3.SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS 1 FOOT LONG 12" PVC PRODUCT �00366102 STAR PIPE COSP48L OR APPROVED SLEEVE EQUAL. 6" RISER � END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: PLUG (CHERNE 270261 OR APPROVED EQUAL) IN ROADWAYS PER COE STD DWG GU-424 TYPICAL CLEANOUT IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" UNDER ASPHALT OR CONCRETE DEEP CONCRETE COLLAR OR 24' DIAMETER x 6" DEEP CONCRETE COLLAR - REVISION DATE - CITY OF EDMONDS JANUARY 2o1e SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS } • 1890 APPROVED BY: R. ENGLISH S S - 2 O O t o' EXPANSION I DUMMY JOINT JOINT a c a c c d a a a � a a a a r a a a a d a a '� a d � a c a' S c - a a G a e d - 10' O.C. � 5' O.C. PLAN VIEW (NOT TO SCALE) 5' MIN 1' FULL DEPTH i/2" EXPANSION SEE BCOE STD JOINT MATERIAL ,� �,PI'� DTL TR-520 � 2% MAX �' � a � ��'7 M. 1�2„ R a Q a c d 1/2" R "�' a .a a d _ i�1 4r �1 !tea- � _.. _ .. � �h�_ .� 2" MIN 5/8" MINUS CSTC h ON NATIVE BEARING SOIL SECTION VIEW SEE NOTE s NOTES: (NOT TO SCALE) 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CLASS 3000. 3. FINISH SHALL BE LIGHT BROOM. 4. SIDEWALK THICKNESS SHALL BE 4". 5. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK. 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. 9. SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 10. ALL EDGES WITH EXPANSION JOINTS SHALL HAVE }" RADIUS �>\, REVISION DATE - CITY OF EDMONDS JUNE 2019 CONCRETE SIDEWALK PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs / , 1g9� APPROVED BY: R. ENGLISH T R - 5 31 Y ��• - �`�� y=' SEE COE STD DTL GU-410 '.. :.� - rn� / / // / / // / / � / / / / / / / / <� / / / / / / o� // /// // // /// // // / BEDDING MATERIAL (5/B" MINUS) 6" MIN // � // // // // // // ORUSUEASLE EXCAL'A ED !AA ERIAL AS / / / APPROVED 8Y CffY ENGINEER z // / // (SEE NOTE 2 BELOW) o // // / / w / // / // / / / / / a a / / / / / / / / / / / / / / / / / / / 6" MIN / � � / � / � � � FOUNDATION (IF REQUIRED) - . ,. SEE NOTE 4 8" MIN I-- -I 8" MIN NOTE NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 36" FOR PIPE UP TO AND INCLUDING 12" DIAMETER • O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO CITY OF EDMONDS MODIFICATIONS 70 DIVISION 9 OF WSD07 STANDARD SPECIFlCATIONS FOR MATERIAL GRADATION AND ADDffIONAL INFORMATION. 3. TRENCH BAGKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. 4.IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. �- REVISION DATE CITY OF EDMONDS JANUARY 2018 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD .IVY DEPARTMENT DETAIL FS�. 159� APPROVED BY: R. ENGLISH GU-400 OBSERVATION PIPE MARKING TYPE 1 OR 1-L CATCH CENTER OF DRYWELL BASIN W/ SOLID LID PER 48" DIA. (MIN) DRYWELL CITY STANDARD DETAIL SD-303 OR SD-304 4" (MIN) PERFORATED / \ \ PVC UNDERDRAIN PIPE \ CLEANOUT I � z_ � 5' � � J Z (MIN) �w \ � � �w w \ / � � - a � 0 d 5' (MIN) GUTTER � , ROOF /- 4" (MIN) PVC DRAIN PIPE (TYP) 5' (MIN) 10' (MIN) - _ _ PROPERTY LINE/EASEMENT PLAN NTS RDDF REMOVABLE PUSH -ON PVC CAP _ OOF � DOWNSPOUTI 4" (MIN) PVC DRAIN PIPE PER WSD07 I SPEC. 9-05.1(5), 1 % (MIN) SLOPE � TEST PLUG IN PLASTIC BOX MARKED "RAIN" D 1 CLEANOUT 12" BUILDING 12" (MIN) � _ - 12" � 4" (MIN) PVC DRAIN PIPE PER TOPSOIL MIN WSDOT SPEC. 9-05.1(5), POSITIVE "�i ;. SLOPE. ........ .......... 6" (MIN} I 12" (MIN) GENERAL NOTES: ��i JQ� 4" (MIN) 1. REFER TO THE 2017 CITY OF � 0o PERFORATED PVC EDMONDS STORMWATER ADDENDUM v � UNDERDRAIN PUS�VAOBN E FOR SETBACK (CHECKLIST 13) AND �' �'`j PIPE PER WSDOT INFEASIBILITY REQUIREMENTS. J :: ?�} SPEC. 9-05.1(6) PVC TEE v :• �i 2. MINIMUM COVER DEPTHS ASSUME N' ` D •' f� GEOTEXTILE, SEE NOTE 1 VEHICULAR LOADING. DESIGNER TO I SPECIFY COVER DEPTHS IF VEHICULAR TRAFFIC ANTICIPATED. WASHED DRAIN ROCK, 3. PROVIDE 10 FEET (MIN) SPACING SEE NOTE 2 = BETWEEN DRY WELLS. ' NOTES: UNCOMPACTED NATIVE MATERIAL, SCARIFY 3" 1. PLACE GEOTEXTILE FABRIC ALONG WALLS AND TOP OF WASHED (MIN) ROCK. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(1), 1' (MIN) ABOVE SEASONAL GEOTEXTILE FOR SEPARATION, NON -WOVEN TYPE. HIGH GROUNDWATER TABLE OR HYDRAULICALLY 2. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC. RESTRICTIVE LAYER g_03.12(5), GRAVEL BAGKFILL FOR DRYWELLS. PROFILE 3. OBSERVATION WELL SHALL CONFORM TO WSDOT SPEC. NTS g-05.2(6), PERFORATED PVC UNDERDRAIN PIPE. . � �� REVISION DATE - � . CITY OF EDMONDS TYPICAL DOWNSPOUT DECEMBER 2017 INFILTRATION DRYWELL PUBLIC WORKS STANDARD _ DEPARTMENT DETAIL FSt �g9G APPROVED BY: R. ENGLISH SD-638 �� 0 O O O 00�� _ ✓� �/7 �_ - �, .� �'r ��vX�� • ,. / 5 FILTER SOCK WITH J ' OVER FLOW HOLES •: (NP) FILTER SOCK WITH OVER FLOW HOLES (�) :irJ CATCH BASIN NOTES 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. _� \ ■ REVISION PATE CITY OF EDMONDS TEMPORARY JANUARY 2018 SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD \ �----�-, DEPARTMENT DETAIL ,,g9� APPROVED BY' R. ENGLISH ER-902 • v �O N � o � O� U � ^ C •�, � U � '� � °' � � ,�4 O � O O V � �" � o � 00 •� ^� (� � 00 � yyO F-� � `�./ .--i V �L�/ •� � 1� �� WJ �� • � ^N I--i � C� r� r"' • � ., V] � r--� V � r--� ,� W �� Z O U H Z O U w O w U d Z �►� J W Z J a z 0 z w w ac a z O J J a DRAWN BY: I DATE: REVISED BY: DATE: /y\ RK, KG 8-i5-2o REVISED BY: DATE: �, REVISED BY: I DATE: REVISED BY: I DATE: SHEET D1.1 - PL.AGE TENSAL G350 MAT OVER SOIL. USE 6" (MIN.) STAPLES TO ANCHOR MAT SPACED @ 3' O.G. MIN. - HYDRO SEAD OVER MAT IN SPRING OR FALL +/- 4" OF AMENDED 501E MIX EXISTING GROUND (50/50 SAND � TOPSOIL) - FILL LOW SPOTS W/AMENDED 501E MIXTURE TENSER C350 MST DETAIL FOR GRa55 �RE� Scale: 1 1/2 - 1-O i CRITICAL AREA FROM TOP OF SLO -NO VEGETATION REMOVAL ALLOWED iN THIS ARE -PROVIDE FILTER FABRIC FENCE AND STRAW WAT � �L � „�. `�..,.,�.,�..,.,�. � �..,� „� � .,� „� .,�„� L -FUTURE YARD WASTE, GRA55 CLIPPINGS OR ANY OTHER WASTE MATERIAL OR HOUSEHOLD TRASH SHALL NOT BE CAST OVER THE SLOPE. -ALL DRAiNPiPES ASSOCIATED WiTH A NEW RESIDENCE SHALL BE TIGHTLiNED TO AN APPROPRIATE STORMWATER T I///% ,'' �_, �\I I /�;� _ ti FDA . , �`7' \\ c = MANAGEMENT SYSTEM. � �� : �"� _ ,: �. ,: �, ,: ; /\ / �� EROSION CONTROL /VEGETATION MANAGEMENT PLAN: \��\II//,,/ ,;;-� ,,'' , -AREAS OF EXPOSED 501L5 BELOW AND TO THE WEST OF THE PROPOSED RESIDENCE TO BE COVERED WITH TURF :` ' � / ''" / ' � • � %� , : / REINFORCEMENT MAT (TRM), TENSAR C350 OR EQUAL. THE TRM' SHALL BE iN FiRM CONTACT WITH THE 501L. ALL-" �///I I\\\� ';'' '' / ,' / SRO �� '�' s�e'�c �. / // '� � .' \I I/�� i . / '� ROCKS OR SOIL CLOD51.5" OR LARGER MUST BE REMOVED PRiOR TO INSTALLATION. THE TRM' SHALL BE I// ' ,'� �,'' / �a'`�'� ,�' �" J - ANCHORED PER MNFTR. RECOMMENDAT10N5 AND U51NG THE PROPER NUMBER OF AND SPACING OF STAPLES. \\\\I I/i/, ,'_� ,;-" ,� y ,' / c�,� ;� SWMMWW VOL 2, PG 4-25 � % � � '' ' / `��`' .. -PROVIDE AMENDED SO1L USING ORGAIMC MATERIALS AND PEAT TO HELP WATER RETENTION OF THE 501L. �///I I\\\,' „f' fie- / � o,�� '' �' -PLANT SPECIES AND LOCATION OF PLANTS TO BE VERIF[ED AT TIME OF PLANTING BY NELSON GEOTECHNICAL AND �' ,' /�� , h �/,'' �� ' COVERED LANDSCAPiNGSOB-CONTRACTOR. � \II/i� � / O�� / , S 'f, DECK _ _ / , �{ / \ ,' / / ' k4 -�� nTURF REINFORCEMENT MAT (TRM) ; " ; `� ,' � � ,;' / � w� ,' � /� OVERLAP T W1DE ROLLS BY 4", USE 6" W1RE STAPLES PER MNFTR. AND DETAIL"� s /I \ ` „/ / ,� �`� o ,' 9w,' -BURY UPSLOPE OF BLANKET iN TRENCH (6" W1DE X 6" DEEP�(MiN.)) \I I// �� \� ,;/ �,'/ �oz � ,' � �,' ,, - OVERLAP END OF UPSLOPE BLANKET 4" OVER DOWNSLOPE BLANKET AND SECURE WITH STAPLES �/ \\ , ,; � � ��/ ,��`�,�' ,' �, ' -BURY TOE OF BLANKET IN TRENCH�(6" WIDE X 6" DEEP (MiN.)) \\\\II///�i/I \ /': / � ',� ''� �'� /I .; � 9 �; 2�¢ �: / � � :- � 6' WiDE CiTY SEWER EASEMENT. - " '� � '� NO TREES TO BE PLANTED WiTHiN � ' \ \,I„� ; �I \\� / ';'' g �''' .'' ,'' ', THE EASEMENT � ""�� , " . � / C�1/ERED �= ,� // ,'� ,'' '� � DECK ,' / � y� , � � , �\ I /� / ,' �' ,' , 1�1�01�05�D LP�ND5CP�I�ING 1�LAN SCALE 1"=10'-O" 1�LANT LEGEND: SNOBERRY (SYMPHORICARPOS ALBUS), U.N.O. NOOTKA ROSE (ROSA NUTKANA) \II//// = OCEAN SPRAY (HOLODISCUS DISCOLOR) �//I \\\ \vll///� OREGON GRAPE (MAHONIA NERVOSA) /// SALAL PERENIALS EXISTING TALL EVERGREEN TREE �, �,`` , � �'� ,' � ' _ � ' i _ i � i � � �- - OpF� � � �']-�,, / LJ� 3 �' g � �, .2 ,�\II//� B,q,�KW ' � �L - - NOTES: - ANY DAMAGE TO THE CiTY SEWER MAiN FROM THE LANDSCAPING INSTALLED WiLL BE THE RESPONS1B1L1TY OF THE PROPERTY OWNERS FOR THE LiFE OF THE LANDSCAPING. - ALL DISTURBED AREAS TO BE COMPOST AMMENDED PER 2014 SWMMWW BMP T.5.13 �� • _ �QI �11 � " �9� �, ��.r+uvs - `�\ \ S� \ \� \\ \\ \ \ \\ \ \\ `� \�PROViDE AMENDED SOILS USING ORGAiNiC \ MATERIALS AND PEAT TO HELP WATER \\\\Illii, � � \I I//� \ RETENTION OF THE 50iL ON THE NORTH, /%\�� = _ EAST AND SOUTH SiDE YARDS FROM THE //I I\\ %//I \\\� � HOUSE` 0 THE i'ROPERTY LINES. s �°�'� • \ \ \\ �! `J � ��"� \ \ \ \ \ `j�� 19 \\ S \ \ !�j \ \ `. � � \ \ \ \ ,� � s \ \ ./ �/ " �� jy,/�Z \ EXISTING STORM DRAiN ��` ��%�` Jl �� ,CATCH BAS1N 12, TY}'E ii, 48" .� � �� \ TOP=162.52', iE=146.22' (12'� / `��, / �� `� / `` S / �� I I� I �'� / I I / / / HOUSE � I %� I I �: \\\\ I I //,� I ,�� I I ;� �///II\\\� � I � I i � I `� I / / I I �� I l I r //l I\\\ / � I I r �' � / �� I I s� 9" GARAGE ; ' Q 24'-p�� UT i ��6A5 METER LOCATION � 2�6„ , I �/ I I �`� m / I E� \`� � �, , ENTRY � � I I PORCH � / I��o / � I \\\I I///� ' i D STOR �\\\I Ili/, � _ _ _ � /R�91N Fps M %�� - - _ . 4 _ e ELECT R Etij�N7' -� � ______ __________ _ � � I / \\ � � � PROPOSED 3' HiGH BLOCK ill// RETAINING WALL FOR GARBAGE �� /� I CAN RECESS 3 I /� UNDERGROUND- '�'//�\�� ,,,N ELECTRICAL LiNE TO _ I / I HOUSE. 3" SCHEDULE � ,-' � �' � �\\\I I///��\\\I I//j,/' , eo PVC ELECTRICAL �? ��\I I///% DRIVEWAY � y CONDUIT AT 2' BELOW � = ' _ �'�� , I I I � \\��i \ PROPOSED DRY WELL 1'ER GRADE (MiN.), T i P. �//I I\\\� \ //I 3 DRAINAGE PLAN AND DETAILS EXI6TiNG 7 r' � EXIST. 3/4" WATER �� % ELECTRICAL BOX METER, REPLACE WiTH NEW 1" WATER METER I � ,' I 01'T10NAL BACKFLOW I ' ASSEM6LY FOR � OVERFLOW PATH TO CURB. FiLL 12" LANDSCAPE iRRiGATfoN I DEEP TRENCH WITH 1-1/2" WASHED ROCK TO PREVENT EROSION pRo>'E � I� r, / Ex�srirlG t5' TALL � RTY LINE 45' I �J I AR60RV1TEA I I I II 2�� (j" EXISTING LIGHT POLE CONNEGTiN612�STOR� pER GiT�( RECOR �� EXISTING STORM DRAIN CATCH ' STING CURB � � � � �Fxlsnr� BASiN 13, ANDGU�R SIDEWALK I' TYPE ii, 54", TOP=159.29' frl'p�� y � iE = 55.5912" 1N E �7UIvi (7.0� F pRAIN LID) � _ I � I I , iE=151.5912" iN W iE=147.0912" OUT N iE=146.6136 / 3R VISTA DEL MAR DRNE N BRING NEW GAS LiNE INTO HOUSE FROM �EXiSTiNG CiTY OF EDMONDS EXiST. GAS MAiN iN STREET. LOCATION TO I UNDERGROUND WATER LiNE iN BE DETERMINED BY PSE. PROVIDE 2" D1AM. ViSTA DEL MAR DR. / YELLOW PVG CONDUIT • v �O N � o � � U v� O O � •�, � U .� � � �' b ° O � ,.� w �" b � �� oho . � � � �O � � � � I� O Z � .--� � � Z Q W Q U Z DRAWN BY: I DATE: REVISED BY: DATE: /y\ RK, KG 8-15-20-0� REVISED BY: DATE: REVISED BY: I DATE: REVISED BY: I DATE: SHEET L1.0 �O • N v � o 57'-S" � � ICI � � o 10'-O" 4l'-b" � • U � � 12'-II 3/4" II' -II I/2" 22'-a 3/4" � � � � � r------------------------------� ��W � ------- o �i ----- I 4� � x — � � U O�0 I I � �---------- -- � �--------- � � � °' I I � I I I\ 4� Q� N I I I � I \ z �' I � M I I IB'-O" I 24'-10 3/4" 31'-3 I/4" � � 4'-5 I/4" 4'-7 I/2" 7'-4" I \ � � o I I 11 I I I I � I I \ I I ® I_ I I � I �\ I I I I I m I I I\ \ 4� 5'-O" 5'-O" I I II'-i I/4" IB'-B I/2" � � � I I I \ \ O o � I I I I\ \ �r a.� N I I I � I I \ 4� � '— I I 9" DE P ELEVATOR WELL I I \ \ ' ��,.� op J L I I � � I I �— � I I \ \ � Q� � 1 ________________ ® I I I I\\ � I ----------------- I I � '� = I I \ � � �� I I I ;h\ I� I I \ �� = I I I I � � I I I ,,� � I� I I \ \ Q� m I o � �— � L—� ,,� I I I \ \ �� I \ \ � �� I I I �I I I I \ �� I I 11 ® I ml I \ \ � o 0 I �i I I _ I I \ \ V�� I I I SL,4B-oN-GR,4DE I I � � I I I m I I \ �� '� I I I W/ b°Xb"�O E w w.M. �� I I I � I I \ �� W o I o OVER 2" RIGID FOAM BOARD of I I I \ \ FOUNDATION ®GARAGE ABOVE 6 MIL. (BLACK) V. B. MEMBRANE I I "' I I \ \ `° I I I `° — — — OVER 4" GRANULAR FILL OVER � � �I I I I I \ I I \ � � � � r — � I I I I SLAB-ON-GR�4DE \ \ L____ J I L J I I I 4" CONCRETE SLAB \ 1 ® I W/ b"Xb" #10 E.W.W.M. \ \ `n r OVER 2" RIGID FOAM BOARD \ � I I I I I � � I 6 MIL. (BLACK) V. B. MEMBRANE \ I I L \ � ` \ OVER 4 GRANULAR FILL OVER \ \ SLAB-Ol`4l-GR?�D� I � — — — � � � � \ _ "GONG TE SLAB I _ \ 12'-3" \ \ \ \ o � b "Xb "�O E.W.W.M. I o \ \ � b MOV�R 4G6)R�ANUBLAR FBRP�NE I � \ \ \ \ LOPE T0� OUTSIDE I I � —I � � \ \ \ \ \ = I I I I I I \< \ \ \\ 11 \� \ \ \ I I I I \�� \ \ / � \ o I I I o I I �o \ \ // �/ I I I � I \� \ \ / / I I I I \ /� � /�// L—_� I I // � \ / --� ��--------- ------------� I // �/// \ ® � _ / � � I / I I 16'-7 I/4" 13'-4 I/2" I / / / / / / / - I - I Z / I I /// //� /// ,A I /may // /// �� „ �,. \\' �L // /� � I I / / / � \ SLAB -ON -GRADE I �/ /// /' _ I I � / / m I o � / �OUI�I?7�T I ON 1�1OT�5: //�' /// / / / / I � — — — � / �D�''3 I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS � CONDITIONS PRIOR TO CONSTRUCTION. O I / / 2. PROVIDE SOLID BLOCKING AT BEARING AND ALL POINT LOADS. / 3. � OR ®INDICATES POINT LOAD SUPPORTED BY STRUGT. POST TO FND. � / / 3" 4. ALL FOOTINGS TO $EAR ON UNDISTURBED SOIL. / / � � 5. ALL WOOD IN CONTACT WITH GONG. TD BE PRESSURE TREATED b. SOFFIT, VENT, � INSULATE CANTILEVERED AREAS. 1" �. INSTALL 51MP50N GONG. TO WOOD HOLD DOWNS I I/2" FROM CORNERS DRAWNSY: DATE: 2�, � WINDOW ROUGH OPENINGS, AL50 SEE MANUFACTURER'S SPECS. b'-O" 10'-I 3/4" 8. STEP FOUNDATION PER SITE CONDITIONS. q. 2p00 P.S.F. ASSUMED 501E BEARING CAPACITY SHALL BE VERIFIED IN FIELD. xEvrsED sY: DATE: 10. ALL CONSTRUCTION TO COMPLY THE I.B.G. AND ALL STATE AND LOCAL CODES. RK, KG 8-i5-2o IS' -I 3/4" II. LOCATE HOLD DOWN ANCHORS TO COORDINATE WITH SHEARWALL END MEMBERS ABOVE. 12. RE: STRUCTURAL 5H1=ET5 FOR ADDTIONAL FOUNDATION INFORMATION. REvrsED sY: DATE: 13. ALL DIMENSIONS ARE FRAMING TO FRAMING AND BASED ON ACTUAL MATERIAL THICKNESS 14. II 7/a" T.J.I. #I10 FLOOR JOISTS Ib" O.G. 3/4" TAG PLYWOOD SUBFLOOR GLUED AND NAILED REvrsEDSY: DATE: TYPICAL OVER, UNO 15. II 7/8" TIMBERSTRAND RIM J015T TYPICAL AT PERIMETER Ib. PROVIDE DBE. JOISTS UNDER ALL PARALLEL WALLS THAT EXTEND MORE THAN HALF THE xEvisED sY: DATE: I � � � � � � J015T LENGTH AND AROUND ALL OPENINGS IN FLOORS AND ROOF, TYPICAL. 17. VERIFY ALL GUTTER AND DOWNSPOUT LOCATIONS ON SITE AT TIME OF CONSTRUCTION la. RE: FLOOR PLANS FOR LOCATIONS OF DOUBLE JOISTS � STRUGT. P05T5. SHEET SCALE: I/4"= I'-O" ,�2.0 �O • N � O � U v� � o � o BUILDING CODE NOTES: qO-� GARAGE - 1/2" REGULAR GYPSUM BOARD (GARAGE SIDE) REQUIRED AT WALLS 60'-S" ^ •� ,� � =%i SEPERATING GARAGE AND DWELLING PER IRG R3025 � R302.6. (� gO-� GARAGE CEILINGS WHERE DWELLING ABOVE REQUIRES 5/8" TYPE "X" GYPSUM BOARD. � � � SUPPORTING STRGTURE REQUIRE 1/2" REGULAR GYPSUM BOARD, PER IRG R3025 � � � ,�' R302.6. 8'-0" 2'-9" 2'-3" 3'-2" q'-31/2" 3'-71/2" 8'-8" 6'-31/2" I6'-71/2" C/] 'b ©--x GARAGE DOOR 1-3/8" THICK (MIN.) SOLID GORE OR 20 MIN. DOOR REQUIRED BETWEEN ..� �I �.�.I O O GARAGE AND DWELLING W/ SELF -CLOSING DEVICE PER iRC 3025.1. AND 302.E Q O-x STAIRS MIN. WIDTH = 36", I";AX. 7 3/4" RISE, MIN.10" RUN, MIN. 6'-8" HEAD ROOM, PER IRG � � W R311.7 � � �� HANDRAIL AT 34"-38" ABOVE TREAD NOSING AND HANDRAIL GRASPING DIMENSION TO BE 1 1/4"-2". MAX. 4" OPENING BETWEEN INTERMEDIATE RAILS, PER IRG R312 � HAND/GUARD RAIL- REQUIRED FOR WALKING SURFACES 30" ABOVE AQJACENT GRADE 4°6°SLOB 4°46SLDR O � - - OR FLOOR BELOW, PER IRG R312. <; �. .. .. .�,''�'.. .. r�.. a - - _, ..H a s•: '.d ', '. 1.' �� ,�� . Yl �... .,.. .. .a ... a. .',., ,�•a,,, �, ••,' � � � • �� SMOKE ALARMS AND CARBON MONOXIDE ALARMS MUST BE POWERED BY - �fj � � INTERCONNECTED BUILDING WIRING AND HAVE BATTERY BAGIGUP IN NEW c� I �. \ � CONSTRUCTION AND ADDITIONS. SD � CO ALARMS REQUIRED IN SLEEPING ROOMS, OUTSIDE BEDROOMS AND ON OTHER FLOORS, INCLUDING BASEMENTS. ANY ALARM � '`; 32"X60" \ � n� � � TU$/SHpY�iZ I� � MUST BE GLF_ARLY AUDIBLE IN ALL BEDROOMS, PER IRG R314 � R315. �t � O cV \ Z �� EGRESS -ONE WINDOW OR DOOR IN THE BASEMENT AND IN EACH BEDROOM MUST I � � � MEET THESE REQUIREMENTS; FT 4.4" o� -�' �-� � \ M j h -5.7 SQ MIN. NET CLEAR OPEN AREA. MAX. SILL HEIGHT o � -20" MIN. CLEAR OPEN WIDTH, 24" MIN. CLEAR OPEN HEIGHT, IRG R310. t- l� )� I � � O-� SAFETY GLASS -GLAZING IN OR AQJACENT TO DOORS (24"), GLAZING LESS THAN 18" FROM THE FLOOR, GLAZING ADJACENT TO STAIRS AND STAIR LANDINGS, PER IRG R308.4 �� ROOF VENTILATION- 1 SQ.FT. OF VENTING PER 150 SQ. FT. OF AREA TO BE VENTED. THIS GAN BE REDUCED TO 1/300 IF VENTILATORS ARE PROVIDED IN THE UPPER PORTION OF THE AREA TO BE VENTED. 1" AIRSPACE MINIMUM REQUIRED ABOVE ROOF INSULATION, GROSS -VENTILATION REQUIRED, IRG R806. �� ATTIC ACCESS TO BE MIN. 22" X 30" WITH MIN. 30" HEADROOM AT ACCESS, PER IRG R807 �� MEGHAGNIGAL VENTILATION - KITCHENS, BATHROOMS, LAUNDRY ROOMS MUST BE VENTED MECHANICALLY. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE 7HE BUILDING, PER IRG M1507 � M1508. �� WHOLE HOUSE VENTILATION -EACH DWELLING UNIT SHALL BE EQUIPPED WITH A WHOLE HOUSE VINTILATION 5YSTEM WHICH SHALL BE CAPABLE OF PROVIDING THE VOLUME OF OUTDOOR AIR SPECIFIED IN TABLE M1508.2. INTERMITTENTLY OPERATED, WHOLE HOUSE SYSTEMS SHALL HAVE THE CAPABILITY FOR CONTINUOUS OPERATION AND SHALL HAVE A MANUAL CONTROL AND AN AUTOMATIC CONTROL AND SHALL BE SIZED ACCORDINGLY, PER IRG CHAPTER 15, M15073, M1508.2 � M15083 �� ANCHORAGE OF APPLIANCES -APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE. SUPPORTS FOR APPLIANCES SHALL BE DESIGNED AND CONSTRUCTED TO SUSTAIN VERTICAL AND HORIZONTAL LOADS WITHIN THE STRESS LIMITATIONS SPECIFIED IN THE BUILDING GODE.IRG SECTION M1307.2: �� R.3 INSULATION -INSULATE ALL HOT � GOLD WATER PIPES IN UNCONDITIONED AREAS WITH R.3 INSULATION ��c PRE-MIANUFACTURED FIREPLACES -FACTORY BUILT FIREPLACES SHALL BE LISTED, LABELED, TESTED IN ACCORDANCE WITH UL 127 AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. Window � Exterior Door Schedule Lower level Room Width Hei ht Quantit lass Area Descri tion U value Manufactuer Exterior Glass Door Guest Room 4'-10" 6'-0" 1 29 ft2 fixed 0.28 Marvin Guest Room 7'-0" 7'-6" 1 52.5 Slidin Glass Door 0.28 Marvin Guest Room Recreation Room 7'-0" 6'-0" 2 84 Fixed 0.28 Marvin Recreation Room 7'-4" 7'-6" 2 110 Slidin Glass Door 0.28 Marvin Recreation Room Recreation Room 4'-0" 6'-0" 1 24 Fixed 0.28 Marvin Office 7'-0" 7'-6" 1 52.5 Slidin Glass Door 0.28 Marvin Office Office 7'-0" 6'-0" 1 42 Fixed 0.28 Marvin Office 4'-0" 6'-0" 1 24 Slider 0.28 Marvin Bedroom 4--0" 4'-6" 1 18 Slider 0.28 Marvin Total: 436 ft2 Main Floor Room Width Hei ht Quantit lass Area Descri tion U value Manufactuer Exterior Glass Door Master Bedroom 6'-0" 2'-6" 1 15 fixed 0.28 Marvin Master Bedroom 11'-0" 8'-0" 1 88 Sliding Door 0.28 La Cantina Master Bedroom Master Bedroom 11'-0" 4'-0" 1 44 Fixed Transom 0.28 Marvin Livin Room 2'-0" 5'-0" 1 10 Casement 0.28 Marvin Livin Room 7'-0" 8'-9" 2 122 Fixed 0.28 Marvin Living Room 7'-4" 8'-9" 2 128 Fixed 0.28 Marvin Livin Room 2'-0" 4'-0" 1 8 Fixed Transom 0.28 Marvin Livin Room 7'-0" 4'-0" 2 56 Fixed Transom 0.28 Marvin Living Room 7'-4" 4'-0" 2 58 Fixed Transom 0.28 Marvin Livin Room 15'-0" 8'-9" 1 131 Slidin Glass Door 0.28 Marvin Livin Room Livin Room 15'-0" 1'-6" 1 22.5 Fixed Transom 0.28 Marvin Music Room 15'-0" 8'-9" 1 131 Slidin Glass Door 0.28 Marvin Music Room Music Room 15'-0" 1'-10" 1 27 Fixed Transom 0.28 Marvin Music Room 7'-0" 5'-9" 1 40 Fixed Glass 0.28 Marvin Stud 6'-0" 4'6" 1 27 Slider 0.28 Marvin Powder Bath 2'-6" 3'-6" 1 9 Casement 0.28 Marvin Laundry 4'-0" 4'-6" 1 18 Casement 0.28 Marvin Ent 2'-6" 8'-0" 2 40 Fixed 0.28 Marvin Entry 2'-6" 2'-10" 2 14 Transom 0.28 Marvin Entry 3'-0" 2'-10" 1 8.5 Transom 0.28 Marvin Master Bath 3'-6" 2'-0" 3 21 Awnin 0.28 Marvin Total: 1018 ft2 Lower floor 436 ft2 +Main floor 1018 ft2 = 1454 ft2 Interior Door Schedule Lower level Room Width Hei ht Quantit U Value Descri tion T e Thicknes Backset Comments Guest Room 6'-0" 7'-6" 2 Closet Doors Double Doors 1 3/4" 1 3/4" Roller Catches Guest Room 2'-8" 7'-6" 1 Swin Door RH 1 3/4" 1 3/4" Guest Bath 2'-8" 7'-6" 1 Bath LH 1 3/4" 1 3/4" Scra book Room 7'-6" 7'-6" 1 Barn Door Slider 1 3/4" NA Scra book Room 6'-0" 7'-6" 1 Barn Door Slider 1 3/4" NA Office 5'-0" 7'-6" 2 Double Double Doors 1 3/4" 1 3/4" Bedroom #2 2'-8" 7'-6" 1 Swin RH 1 3/4" 1 3/4" Bedroom #2 2'-6" 7'-6" 2 Closet Door Double Door 1 3/4" 1 3/4" Roller Catches Bath #2 2'-8" 7'-6" 1 Swin LH 1 3/4" 1 3/4" Stairwa Hallwa 2'-0" 7'-6" 4 Closets Double door 1 3/4" 1 3/4" Roller Catches Elevator 2'-8" 7'-6" 1 Swin RH 1 3/4" 1 3/4" Self Lockin UnHeated Stora a 2'-8" 7'-6" 1 0.2 Swin RH 1 3/4" 1 3/4" 20 min for rated weather stra in brenze sill Main Level Room Width Hei ht Quantit U Value Descri tion T e Thicknes Backset Comments Main Entry 3'-0" 8'-0" 1 0.2 Swing RH 2 1 /4" 1 3/4" Weather Stripping Bronze Threshhold Cara a to House 2'-8" 7'-6" 2 0.2 Swin LH 1 3/4" 1 3/4" Weather Stri in Bronze Threshhold self closin Entry Closet 2'-4" 7'-6" 2 Closet Double Doors 1 3/4" 1 3/4" Roller Catches Master Bedroom 2'-8" 7'-6" 1 Swin RH 1 3/4" 1 3/4" Master Bath 2'-8" 7'-6" 1 Swin LH 1 3/4" 1 3/4" Master Bath Shower 2'-6" 7'-6" 1 Pocket door 1 3/4" Hafele Self Closing Pant 2'-8" 7'-6" 1 Swin RH 13/4" 13/4" Study 2'-6" 7'-6" 2 Barn Doors Sliding 1 3/4" 1 3/4" Powder Room 2'-8" 7'-6" 1 Swin LH 1 3/4" 1 3/4" Laundry Room 2'-8" 7'-6" 1 Swing RH 1 3/4" 1 3/4" Elevator 2'-8" 7'-6" 1 Swin LH 1 3/4" 1 3/4" Slef Lockin All interior doors to be solid core flush anel finish N �t 8'-6 I/2" 3'-I I" 5'-6" 2q'-�� 3'-3 I/2" INSULATION VALUES: GLAZING SKYLIGHT CEILING (VAULTED) CEILING (FLAT) EXTERIOR WALL FLOOR SLAB ON GRADE SLAB BELOW GRADE U-0.30 U-0.50 R-38 R-49 R-21 R-30 R-101'ERIMETER (TB) R-10 i'ERIMETER (TB) R VALUES ARE MIMMUMS. U FACTORS ARE MA.YIMUMS DRAWN BY: I DATE: REVISED BY: I DATE: RK, KG I 8-a,5-2o REVISED BY: I DATE: REVISED BY: � DATE: REVISED BY: I DATE: SHEET �.o N <r �O • N V � o � U � v] bo'-a" BUILDING CODE NOTES: � p � .� •�, � �, AO-x GARAGE - 1/2" REGULAR GYPSUM BOARD (GARAGE SIDE) REQUIRED AT WALLS �ii (� � -5 5 -I I 5 -10 I/2 I -8 3 -10 3 -I I/8 4 -5 7/8 �� G PER IRC R3025 & R302.6. � � � � g GARAGE CEILINGS WHERE DWELLING ABOVE REQUIRES 5/8" TYPE "X" GYPSUM BOARD. � ,�4 �� IN N LLIN SUPPORTING STRCTURE REQUIRE 1/2' REGULAR GYPSUM BOARD, PER IRC R3025 � � � 'd R302.6. - O � O �—�c GARAGE DOOR 1 3/8" THICK (MIN.) SOLID GORE OR 20 MIN. DOOR REQUIRED BETWEEN Q GARAGE AND DWELLING W/ SELF -CLOSING DEVICE PER iRC 3025.1. AND 302.E � r 1 V W �" p�—�c STAIRS MIN. WIDTH = 36", MAX. 7 3/4" RISE, MIN.10" RUN, MIN. 6'-8" HEAD RDOM, PER IRG � � R311.7 �� `�,� O 263°GSMT 0- x HANDRAIL AT 34"-38" ABOVE TREAD NOSING AND HANDRAIL GRASPING DIMENSION TO 6°465LDR O$SGUR� 5G 4°4°GSMT 5G BE 1 1/4"-2". MAX. 4" OPENING BETWEEN INTERMEDIATE RAILS, PER IRC R312 — — HAND/GUARD RAIL- REQUIRED FOR WALKING SURFACES 30" ABOVE AQIACENT GRADE �� O � OR FLOOR BELOW, PER IRG R312. � • � � �p I O ® i F SMOKE ALARMS AND CARBON MONOXIDE ALARMS MUST BE POWERED BY � � � 50 GFM � � INTERCONNECTED BUILDING WIRING AND HAVE BATTERY BAGIGUP IN NEW � ^ � � 1.1 CONSTRUCTION AND ADDITIONS. SD � CO ALARMS REQUIRED IN SLEEPING ROOM5, I� � � POWDER `C'��N>� � � OUTSIDE BEDROOMS AND ON OTHER FLOORS, INCLUDING BASEMENTS. ANY ALARM O � I ROOM �� GF� �tn�5�9 MUST BE CLEARLY AUDIBLE IN ALL BEDROOMS, PER IRC R314 � R315. � Z PAR �,�� ' ��p F � 5 �—�c EGRESS -ONE WINDOW OR DOOR IN THE BASEMENT AND IN EACH BEDROOM MUST .--i '—' ° LAUNDRY �00 �� 5 ESQ FT MIN�N�ETI�GLEAR OPEN AREA. 44" MAX. SILL HEIGHT � � STUDY � ® -20" MIN. CLEAR OPEN WIDTH, 24" MIN. CLEAR OPEN HEIGHT, IRC R310. I cV �� 1.1 o� �—� SAFETY GLASS -GLAZING IN OR AQJACENT TO DOORS (24"), GLAZING LE55 THAN 18" FROM THE FLOOR, GLAZING ARJAGENT TO STAIRS AND STAIR LANDINGS, PER IRG R308.4 �� ROOF VENTILATION- 1 SQ.FT. OF VENTING PER 150 SQ. FT. OF AREA TO BE VENTED. THIS I L CAN BE REDUCED TD 1/300 IF VENTILATORS ARE PROVIDED IN THE UPPER PORTION OF THE AREA TO BE VENTED. 1"AIRSPACE MINIMUM REQUIRED ABOVE ROOF INSULATION, 5°16BARN DOOR 2a.I6 GROSS -VENTILATION REQUIRED, IRG R806. CONTINUOUS WHOLE �� ATTIC ACCESS TO BE MIN. 22" X 30" WITH MIN. 30" HEADROOM AT ACCESS, PER IRC R8O7 � � O� STEEL $EAM ®S'-7" A�� I HOUSE FAN per Section N HALLWAY M1507.3.1-M1507.3.3 1.1 ��c MECHACNICAL VENTILATION - � � O 2� KITCHENS, BATHROOMS, LAUNDRY ROOMS MUST BE VENTED MECHANICALLY. ALL • r••� EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING, PER IRC M1507 � M1508. I °� EXTERIOR RATED DOOR �� WHOLE HOUSE VENTILATION -EACH DWELLING UNIT SHALL BE EQUIPPED WITH A WHOLE (--1 � HOUSE VINTILATION SYSTEM WHICH SHALL BE CAPABLE OF PROVIDING THE VOLUME OF � W/ GOMPRE5510N W.S. � OUTDOOR AIR SPECIFIED IN TABLE M1508.2. INTERMITTENTLY OPERATED, WHOLE HOUSE � � � O � SELI--CLOSURE SYSTEMS SHALL HAVE THE CAPABILITY FOR CONTINUOUS OPERATION AND SHALL HAVE Q � � � A MANUAL CONTROL AND AN AUTOMATIC CONTROL AND SHALL BE SIZED ACCORDINGLY, � �- � ` ' PER IRG CHAPTER 15, M15073, M1508.2 � M15083 � �.—� �„ 4,_O„ � PANTRY _ �� ANCHORAGE OF APPLIANCES -APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL � �. ELEVATOR �► Q BE SECURELY FASTENED IN PLACE. SUPPORTS FOR APPLIANCES SHALL BE DESIGNED �..� ,' ; INSTALL PER _ s ^ � I MANU� SPECS � O, AND CONSTRUCTED TO SUSTAIN VERTICAL AND HORIZONTAL LOADS WITHIN THE STRESS I� C/� ,� �� LIMITATIONS SPECIFIED IN THE BUILDING CODE.IRC SECTION M1307.2: �� `� ��c R.3 INSULATION -INSULATE ALL HOT � COLD WATER PIPES IN UNCONDITIONED AREAS � � � � WITH R.3 INSULATION � � �--- I � ` _ _ _ _ _ _ _ p��c PRE -MANUFACTURED FIREPLACES -FACTORY BUILT FIREPLACES SHALL BE LISTED, I '/\`Q DN 5'-I I/2" � LABELED, TESTED IN ACCORDANCE WITH UL 127 AND INSTALLED IN ACCORDANCE WITH r--� �___` � `� THE MIANUFACTURER'S DIRECTIONS. � O O o I m ° KITCHEN V r--� � O > I � � W � r OPEN TO • �■■I a I BE1.0� of �i � r :S: �� I I `� ��®® ��I `� FLOOR SLAB ON GRADE SLAB BELOW GRADE U-0.30 U-0.50 R-38 R-�49 R-21 R-30 R-10 i'ERIMETER (TB) R-10 i'ERIMETER (TB) Z Q OL O O J LL Z Q E DRAWN BY: I DATE: REVISED BY: I DATE: RK, KG I 8-a,5-2o REVISED BY: I DATE: REVISED BY: I DATE: REVISED BY: I DATE: SHEET a4.o R-VALUES ARE MINIMUMS, U-FACTORS ARE MfLY1MUM5 G�1�l�RAL 1�lOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS � CONDITIONS PRIOR TO GONSTRUGTIO� 2. ®INDICATES POINT LOAD SUPPORTED BY STRUGT P05T TO FND 3. ALL FOOTINGS TO BEAR ON UNDISTURBED 501E 4. ALL WOOD IN CONTACT WITH GONG. TO BE PRESSURE TREATED 5. SOFFIT, VENT, 8 INSULATE CANTILEVERED AREAS 6. INSTALL HOLD DOWNS PER STRUCTURAL 7. STEP FOUNDATION PER SITE CONDITIONS 8. 2,000 P.S.F. ASSUMED 501E BEARING CAPACITY SHALL BE VERIFIED IN FIELD a. ALL CONSTRUCTION TO COMPLY THE 2015 IRG AND ALL STATE AND LOCAL GORES 10. LOCATE HOLD DOWN ANCHORS TO COORDINATE WITH SHEARWALL END MEMBERS ABV II. ALL DIMENSIONS ARE FRAMING TO FRAMING AND BASED ON ACTUAL MATERIAL THICKNESS I✓. II\V✓✓L✓ I LI\ I'II,I �VI 11VIVI\LI\ ✓I LVII IV(111VI�✓ I6. WINDOW � DOOR HEADERS TO BE 6X8 DF#2 ®SPANS 6'-O" OR LESS 17. EXTERIOR WALLS TO BE 2X6 STUDS � I6" O.G., U.N.O. I8. PROVIDE FIRE BLOCKING ®ALL PLUMBING PENETRATIONS I�. INSTALL 51MP50N GONG. TO WOOD HOEDOWNS I I/2" FROM CORNERS � WINDOW ROUGH OPENINGS U.N.O., SEE MANUFACTURER'S SPECS 20. SMOKE/GO DETECTORS SHALL BE IIOV INTERCONNECTED W/ BATTERY BACKUP, INSTALLED ON EACH FLOOR � IN ALL BEDROOMS � IN EACH LOCATION WHERE THERE 15 A CEILING GRANGE GREATER THAN 24" • �O N � � O 60'-8" � � � U v� o - `•� I II 41-8 � (� � a' Cam/] 'b BARGE RAFTER BARGE RAFTER �j rQ ��. v W SCHEDULE 40 G ROOF DRAIN -� ^ �p� V] � � \ ^� � � \ \ I �� I --I � \ �`r 51MP50N 'H-I' OR EQUAL � '--� � ,—I �, \ \ � HURRICANE CLIPS TYP � EACH END OF TRU55/RAFTER �p - - -� \ ALINE OF GARAG � \ ;� RAFTERS �\`\ \ BOXED SOFFIT W/ CONTINUOUS SCREEN VENT RE: REQ'D ROOF VENTILATION NOTES 2XI0 CEDAR FASCIA TYP UNO ,�Et � � i � \\ � c� O . _ � _ � � � BEAM FOR \\\ GARAGE RAFTERS \ \ � / j `' \ � �.-I \ � �o � C/� ►� \ �� I/ \ 3:\2 Gfi � � � Q - - - - �`�� V � � \ �w �~ \\ �\ REQ'D ROOF YENTIL�TION ONE HALF TOTAL REQ'D VENT AREA TO BE PROVIDED IN UPPER I/2 OF ROOF AREA BY CONTINUOUS RIDGE AND/OR ROOF JACKS ONE HALF TOTAL REQ'D VENT AREA TO BE PROVIDED IN LOWER I/2 OF ROOF AREA BY SCREEN VENTS TYPICAL BETWEEN TRUSSES/RAFTERS TOTAL MIN REQ'D VENT AREA 8.875 5Q. FT. (12i8 5Q. IN.) _ITIES AND SITE CONDITIONS BEFORE AND �AGT DOCUMENTS AND EXISTING CONDITIONS. LE55 NOTED OTHERWISE. fED OTHERWISE. - rivi� i ut� �vn i �v� i v a� rev v ii�v r�>< rrrr�ni rvv i vn � i tr i � �n�Rv i vvv�. - SERVICE WATER PIPES IN UNHEATED SPACES SHALL BE INSULATED PER WASHINGTON STATE ENERGY GORE. - MINIMUM 6 MIL VISQUEEN GROUND COVER REQUIRED IN CRAWL SPACE, LAPPED 12" AT JOINTS. - PROVIDE FIRE BLOCKING, DRAFTSTOPS AND FIRESTOPS PER THE INTERNATIONAL RESIDENTIAL GORE - ALL NAILING/FASTENERS PER INTERNATIONAL RESIDENTIAL GORE - PROVIDE APPROVED SECURITY AND LOCKING DEVICES AT NEW DOORS AND WINDOWS PER IRG - VERIFY SMOKE DETECTORS INSTALLED PER IRG - PROVIDE OUTSIDE AIR SOURCE WITH MINIMUM 4 SQUARE INCH VENTILATION INLETS FOR EACH HABITABLE ROOM. Z a DRAWN BY: I DATE: REVISED BY: I DATE: RK, KG 8-i5-2o REVISED BY: DATE: REVISED BY: I DATE: REVISED BY: I DATE: SHEET A5.0 �O • N � O � U � v� ICI � � o � �� U a� � �b o�°� o ,� �i � w �' — MAX. RIDGE ELEVATION =179.7 ��y � .� . � � oho PROP05ED RIDGE ELEVATION =176.1' � r--� � � a3 �" �� 4� Q � �2 DOUBLE PLATE � MAIN ;=LOOK WEST WALL LIVING ROOM Z 3 � 12 � c � Q3 � � 'I 'I DOUR E P ATE � GARAGE ❑ � O ❑ - O ❑ � O ❑_ - O ❑ � O ❑ - HEADER � MAIN FLODR WEST WALL �i� \�\ �i� \�\ �i� \�\ �� ___ ___ - � - BOTTOM OF STEEL RAFTERS ®LIVING/MUSIG ROOMS V �� a❑ - - _ - - _ - � _ 4 m � �� = OC-� __-____ - _----___ � = N _ � N �❑ - - _ - - _ - ❑ - _ - � o � �, 00 _ _ _ C� o� a FND WALL ®GARAGE '- v � � � _ �- _ ❑O_ -- - _ �_ -- ❑O_ - _ ❑O_ _ ❑O -- - _ �_ _ ❑O- �� = O- - ------ - - -_-'-- - - � o � � � �O - o _ o - �a o _ a �a - �a �a - o _ o - - o _ _____ -____ �o �' t�.p - O _ � = O� � = O� � - O ,' � __----- -'---__ � � SLAB ELEV. -1rc0' MAIN FLOOR ��"� Oc�oQOc�oQOOoQOc�oQOOoQOc�oQOc�oQOc Q � ❑�❑ ❑�❑ ❑Q❑ ❑�❑ ❑Q❑ ❑�❑ ❑� o� _ o� _ o� _ o� _ o� _ o� _ o _ DOUBLE PLATE � LOWER FLOOR �/� C� _ - D❑a - ❑ O❑a = O❑a - ❑ O❑a - ❑ O❑a - ❑ O❑❑a BOTTOM OF SHEETROGK r/1 � • � r., �❑ _ _- O _ _- �O = _- O _ _- �❑ _ _ O HEADER � OWER F OOR � � CO❑ UU O❑ UU O � � r--� _a�❑-❑ - _a�❑—❑ - _��❑-❑ - _O� AVERAGE GRADE ELEV. -154.T _ � O O - ❑❑a - ❑_ a - ❑----------------------------------- ----------------- m °� V � ° � - r � �■■i � W �� ~ 0 LOWER FLOOR �� ` X �� I �� DOUBLE PLATE ®MAIN FLOOR WEST WALL V/ DOUR E P ATE ®MAIN F OOR 5T MASTER BEDROOM Z ® HEADER @ MAIN F OOR WEST O BOTTOM OF STEEL RAFTERS ®LIVING/MUSIG ROOMS � � m m � -_■ TYP. WATER -PROOF DECK ASSEMBLY � � � � � � � _ � W 3/4"x 2'x 4'PORCELAIN TILE, � _ TO BE SET LEVEL WITH TOP OF DECK FASCIA OVER PLASTIC ADJUSTABLE PEDE5TAL5 OVER PROTECTION BOARD OVER � � � � � N GACO HEAVY DUTY WATERPROOF MEMBRANE OVER MAIN FLOOR SHEATHING PER STRUCTURAL PLANS, W FLOOR /DECK JOISTS PER STRUCTURAL PLANS, DOUBLE PLATE � LOWER FLOOR SLOPED 1/4" PER FT. WITH R-30 BATT INSUL. (OVER HEATED SPACE) OVER BOTTOM OF SHEETROGK TAG SHEATHING AT EXTERIOR, 5/8" GWB AT INTERIOR HEADER ®LOWER FLOOR I N ft) ❑ � � � � � O V LOWER FLOOR DRAWN BY: DATE: INSULATION VALU1=5: REVISED BY: DATE: RK, KG 8-i5-2o GLGL❑ZING U-0.3O REVISED BY: DATE: 0 SKYLIGHT U-0.50 CEILING (VAULTED) R-38 � � � � � � �� I � � I CEILING (FLAT) R-49 I � REVISED BY: DATE: EXTERIOR WALL R-21 FLOOR R-30 SGAL.E: I/4"= I'-O" REVISED BY: DATE: SLAB ON GRADE R-10 i'ERIMETER (TB) SLAB BELOW GRADE iZ-10 i'ERIMETER (TB) SHEET R-VALUES ARE MINIMUMS, U FACTORS ARE MAXIMUMS �� O �ASi �L.��/AiION INSULATION VALUES: GLAZING SKYLIGHT CEILING (VAULTED) CEILING (FLAT) EXTERIOR WALL FLOOR SLAB ON GRADE SLAB BELOW GRADE U-0.30 U-0.50 iZ-38 R-49 iZ-21 R-30 iZ-10 i'ERIMETER (TB) R-10 i'ERIMETER (TB) • �O N � � O U � v� O O � ��, � U .� � MAX RIDGE ELEVATION -179i - � � b '� rr� � W �ROP05ED RIDGE ELEVATION-176.1' V � •� A4 � , � � oho . � � � � � � .-. Z .N�.. � E� �o UPPER FL. SLAB ELEV. -160' AVERAGE GRADE ELEV. -154.i EI=E��TION �l®TES: I. VERIFY SHEAR WALL NAILING AND HOEDOWNS PRIOR TO INSTALLING 51DING. 2. GAULK ALL EXTERIOR JOINTS 8 PENETRATIONS. 3. PROVIDE WEATHER STRIPPING & F=LASHING AT ALL DOORS � WINDOWS 4. PROVIDE GALVANIZED OR ANODIZED SHEET METAL 1=LASHING � GOUNTERELASHING ®ALL ROOF PENETRATIONS, CHIMNEYS � SKYEIGHTS. 5. PROVIDE CONTINUOUS METAE GUTTERS & DOWNSPOUTS � ALL EAVES, TYPICAL. �/ Z O d w J W Q W 2 OL O z DRAWN BY: I DATE: REVISED BY: DATE: /y\ RK, KG 8-i5-2O REVISED BY: DATE: REVISED BY: I DATE: REVISED BY: I DATE: SHEET R-VALUES ARE MINIMUMS, U-FACTORS ARE MAXIMUMS A7.0 4"X 12" SELECT WHITE OAK THREADS — I"XI I/2" ANGLE IRON SEE DETAIL 7/57.1 FOR STAIR TREADS TO METAL STAIR STRINGER CONNECTION A MAXIMUM 3' RISE IN S' FINISH GRADE IMPERVIOUS 501E A B I -"f- 0'-q" 0'-10" - -ROCK SHALL BE SOUND QUARRY ROCK OF NEAR I - O" I' - 2" -"- RECTANGULAR SHAPE, I TO 4 MAN ROCK SIZE 5 _ I' - 3" I' - 5" - VARYING IN WEIGHT FROM 100 LB5 TO I600 LBS H _ _ I' - q" 2' - 0" _ -, .,- PER ROCK � , `�. - , -PLACE ROCKS 50 THAT NO MORE THAN 20 % 2 - O 2' 4" _:, - - VOI D5 2' - 3" 2' - 7" - -PLACE 2"-4" ROCK SPACES IN VOIDS WHILE rlrv�i r�ur� � I �T� ��I � � I �� N�� 36" TALL (MIN.) VISTA RAILING, INSTALLED PER MNFTR. SPEC. � STRUCTURAL DETAILS METAL FLASHING 5/4 x 8 CEDAR FASCIA 3/4" x 2' x 4' PORCELAIN TILE, SET LEVEL WITH TOP OF DECK FASCIA, OVER PLASTIC ADJUSTABLE PEDESTALS OVER PROTECTION BOARD OVER GAGO HEAVY DUN WATERPROOF MEMBRANE OVER SHEATHING PER STRUCTURAL PLANS FLOOR /DECK JOISTS PER STRUCTURAL PLANS, SLOPED 1/4" PER FT. WITH R-30 GATT INSUL. (OVER HEATED SPACE) OVER 2x4 BLOCKING OVER TAG SHEATHING FILTER FABRIC MATERIAL AND WIRE MESH SUPPORT FENCE IN CONTINUOUS ROLLS ATTACHED TO 2x2 WOOD POSTS WITH STAPLES OR WIRE RINGS. BURY BOTTOM OF FILTER MATERIAL IN 8"X12" TRENCH, PROVIDE GRAVEL BAGKFILL OR NATIVE 501E NOT TO SCALE INSTALL � FLASH WATERPROOF MEMBRANE PER MANUFACTURERS RECOMMENDATIONS, TYP. TYP. EXTERIOR WALL TYP. MAIN FL. SYSTEM - _ ' , PLACING ROCKS u o �� , - -BAGKFILL WITH 4" MINUS ROCK SPACES - � — — — — — — — — - _ -SAFTY FACTOR AGAINST OVERTURNING = 1.5 -MIN 501E PR55URE 2p00 PSF, EQ FL WT 35 PGF B 4" DRAIN OPENING,+/- 8' O.C. (SEE MAIN FL. PLAN) 4 PERFORATED DRAIN LINE, CONNECT TO 2" ABS PIPE, SLOPE 1/4"/FT,. THROUGH FRAMING, NOTCH CONCRETE FOOTING DRAINS AT PERIMETER OF HOUSE PERIMETER SLAB � CONNECT TO 4" RIGID PVC ROOF DRAIN LINE. NOTES: PLACE ROCKERY ON UNDISTURBED 501E -INSULATION OMITTED FOR CLARITY SCALE`.: I/2" = I'-O" -SLOPE ALL DRAINS 1/4" PER FT. (Min.) TYP. SCALE: 3/4" = 1'-O" � �� T�I1� rc WATER -PROOF DECK INSULATION VALUES: GLAZING U-0.30 SKYLIGHT U-0.50 CEILING (VAULTED) R-38 CEILING (FLAT) iZ-49 EXTERIOR WALL R-21 FLOOR iZ-30 SLAB ON GRADE R-10 i'ERIMETER (TB) SLAB BELOW GRADE iZ-10 i'ERIMETER (TB) R-VALUES ARE M1N1MUM5. U FACTORS ARE MfLY1MUM5 2XI2 GEDAR FASCIA I 1 bXb HF #2 J 2X6 PLATE J 3/4" PAYERS I/4" METAL PLATE I I 1 6 A8.0 8 EXPOSED STEEL BEAMS 56.1 ROOF JOISTS PER PLAN STEEL ROOF BEAMS PER PLAN �` P 1 -- ®2 COVERED PATIO RARE .--------------- --- � — — 4 ..'4.' — — — LI-=- -- .R,. -1 I , I I I� 11=1 I1=1 .. I I I- L�111-III=III-III-111� 11=III= '�.':u.:<..;; ' I� �III -I I III -I I ICI i'' i I =1 I � ' ' II III III I I� �. � I I -' � ill I I=" I I I I I I I I I I I I�� I I l l I I I I �� lip I I � RE: DETAIL 4/54.2 �� `?� 52.1 LIMING ROOM 5/8" GWB MUS I G ROOM `3/4" FLOORING, I I/2" / / / PLYWOOD �32X6 PLATE 4" GONG SLAB RE: 6/57.1 R-4q BLOWN NSULATION W/ I I/2" CLEAR AIRSPACE � INSULATION ROOFING MATERIAL PER SECTION A -A OVER BUILDING PAPER � SHEATHING PER PLAN PRE -MANUFACTURED TRJ55E5 TRJ55E5 � 24" OG 5" GONT METAL GUTTER HURRICANE TIE HI � EA. RAFTER 2 X 12 FASCIA BOARDS II VENTING PER ROOF PLAN 2 X 6 STUDS � 16 OG PER PLAN 2'-b" OH, TYP, UNO GATT INSULATION PER SECTION A -A PROVIDE 8"XS" VENT � NORTH GABLE WALL 3� 3" CLOSED CELL FOAM INSU R-38 AGAINST ROOF SHEATHING K I TGHEN RE`.GREATON ROOM 2" GONT RIGID FOAM W/ THERMAL BREAK � PERIMETER � b MIL BLACK VI50UEEN FINISH PER ELEVATION OVER TYVEK OVER SHEATHING PER STRUCTURAL CONTINUOUS RIDGE VENT ON WEST SIDE OF RIDGE ONLY R-25 GATT INSU _ � 3 L3" CLOSED CELL FOAM INSU R-38 AGAINST I/2" GDX ROOF -� SHEATHING W/ #2 2XI2 DOUG FIR (RAFTERS ®24" OG � ASPHALT I iGOMPOSITION SHINGLES � I - 1 4 Sb. r�o AAnI IAIT I/11GT LI A AIG=oC 4X4 METAL FLASHING W/ DRIP EDGE 2X6 GEDAR SHINGLE MOLD 2XI2 GEDAR FASCIA r��ri��s� � i NOTE: POWDER GOAT FINISH OR EQUIVALENT ON EXTERIOR AREAS OF STEEL ROOF BEAMS 4� �00� O�/��1�,4N� c WEST WAITS • • -� - � • -• • � - ••. - - - - • • G1.1.1.1.1.1.�..__•�jv__..a1.1.1.1.1.1.1.1.1�1.1.1.1.1.1.1.1.1.1.1.�...�-=-, .,. �� :=- � 5/8" GWB, TYP 2X6 STUDS 24" OG, R- Q BATT INSU, WALL SHEATHING PER TRllGTURAL, TYVEK � VERTICAL G DAR LAP SIDING 2-GAR GARAGE 2" GONT SOFFIT VENT IN A BOXED SOFFIT .-- �. 1 FIN I ;;�. Tf�Tff=Tf- I 11=1111-III=1 I ��•":• III -I I �tl I1- I ''`: III�III� IIIII ,.. _ STAIRWELL � (III I -III- I • �Y.. �:.,., .n• III -III -I �� I �'•'•�`"`•'� III III=1 � GABLE RAILING 1 ^,.;.. �-ii�ll-ul-lil-lil II-1111- .•. y' j MITI I I -I I T I I I -I Ih 1 I=11I � � � � '••T. Ill=111—llL .:,.;. � III_�III-III-III-II 55. b y-�Tu��l�l` 55.3 =1 I I-1 I I -I I I� �' f cn HALLWAY UNHEATED STORAGE � 3/4" HARDWOOD ''�-�: IiII=1 I � FLOORING OVER '��.:;� III�II� 3/4" PLYWOOD � <ar: ITI-III � ' ; SIT 2X6 JOISTS ^ • II I -I I �I �, _ _ _ _ •. -III-III-I • � I I 1=1I �I I I� �. .3::•�%.: ^+d: '•n'. '. tea." ./... .4... ,y,+,�, '.,•'^ `%,'. .:,, ..,., c, • .• .. .. .., � .. . e... ..., . a ,..- •. - , • •:: �' � :: �� • �• � :: ��_ I I -III 11=III=III=III 11=IIIIIII I -(III I • �• I I � .:..... :..:.::.,, r•:,.,.�• •� III=III=III=111�11IIIIII=1i'-':-_I=__��.::: - -II••;��,�".;.�;,;'•:;;,,:.;;;..•,;•.•:. II III -I ��-II1�J1=ll1= 1L�II- ' 'II-III-II�III-III-III-II�III�II-_ 11 _ I 11�1T� 3 COMPACTED � i-1 11-1 I I� 11-" i I I� I I -III -III -III -III -III -III -I 11= L = _ _ - -m- = I I1- GRAVEL/SAND -1I I-IT�ITI=1 T 1=1 T 1=1T�ITI� i 1=' 4" RIGID PERFORATED PVG PIPE J�-�_ rr-�-n-r� Q � I II I �I I II I II ( I I I II I I I I I I I �I I III �' I W/I I/2" WASHED DRAIN ROCK -� � �� - -i 11111=111=111= _ ' 54.1 "-"'I""�-I COVER W/ FILTER FABRIC, TYP SEGiION A-?� SCALE: 3/8" = I'-O" NOTE: ALL FOOTINGS TO BEAR ON UNDISTURBED 501 L i ASPHALT COMPOSITION SHINGLES m 0 ul SCALE: I" = I'-O" MOTES: I. VERIFY SHEAR WALL NAILING AND HOEDOWNS PRIOR TO INSTALLING SIDING. 2. CAULK ALL EXTERIOR JOINTS � PENETRATIONS. 3. PROVIDE WEATHER STRIPPING � FLASHING AT ALL DOORS � WINDOWS 4. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING & GOUNTERFLASHING @ALL ROOF PENETRATIONS, CHIMNEYS ff SKYLIGHTS. 5. PROVIDE CONTINUOUS METAL GUTTERS & DOWNSPOUTS � ALL EAVES, TYPICAL. • �O N � O �.y � o� U ��■I �-+ � o � � � n �� U ;� � � ^' C/] "d O rr� V W •� � �� oho � . � � � � � Z .--i � H �o V/ _� (W �1 ■■■^`■. v I Z U O S U U � �(W� V/ DRAWN BY: DATE: REVISED BY: DATE: RK, KG 8-i5-2o REVISED BY: DATE: 0 REVISED BY: DATE: REVISED BY: DATE: SHEET �� O GENEI�L NOTES 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FULLY AWARE OF ANYAND ALL CONDITIONS RELATED TO THE SITE AND EXISTING CONDITIONS THAT MAY EFFECT THE COST OF SCHEDULING CONSTRUCTION ACTIVITIES, PRIOR TO SUBMITTING A BID. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE INCLUDING SOIL CONDITIONS, AND CONDITIONS RELATED TO THE EXISTING UTILITIES AND SERVICES BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. ALL DISCREPANCIES SHALL BE REPORTED TO THE OWNER IMMEDIATELY. 3. DO NOT SCALE DRAWINGS OR DETAILS -USE GIVEN DIMENSIONS. CHECK DETAILS FOR LOCATION OF ALL ITEMS NOT DIMENSIONED ON PLANS. DIMENSION ON PLANS ARE TO FACE OF FRAMING OR CENTER LINE OF COLUMNS TYPICALLY. DOOR AND CASED OPENINGS WITHOUT DIMENSIONS ARE TO BE SIX (6) INCHES FROM FACE OF ADJACENT WALL OR CENTERED BETWEEN WALLS. 4. THE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE DESIGNER AND STRUCTURAL ENGINEER. 5. BUILDING SYSTEMS AND COMPONENTS NOT SPECIFICALLY DETAILED SHALL BE INSTALLED, AS PER MINIMUM MANUFACTURERS RECOMMENDATIONS. NOTIFY THE DESIGNER OF ANY RESULTING CONFLICTS. 6. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DO NO EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. 7. INSTALL DUST BARRIERS AND OTHER PROTECTION AS REQUIRED TO PROTECT INSTALLED FINISHES AND FACILITIES. 8. STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS, ETC. ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE IN THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTING ENGINEERS) OR OTHER SUPPLEMENTARY DRAWINGS SHALL BE BROUGHT TO THE OWNER'S ATTENTION IN WRITING. 9. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL AND LOCAL GLAZING STANDARDS AND THE GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE REQUIREMENTS. IF THE GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARDS, HE/SHE SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. 10. ALL GLAZING IN HAZARDOUS LOCATIONS, DEFINED BY THE IRC SEC. R308.4, SHALL BE SAFETY GLAZING, INCLUDING BUT NOT LIMITED TO THE SAFETY GLAZING IDENTIFIED IN THE CONSTRUCTION DOCUMENTS. 11. THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS. OFFSET STUDS WHERE REQUIRED, SO THAT FINISHED WALL SURFACE WILL BE FLUSH. 12. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTILALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 13. CARRYALL FOOTINGS TO SOLID, UNDISTURBED ORIGINAL EARTH. REMOVE ALL UNSUITABLE MATERIAL UNDER FOOTINGS AND SLAB AND REPLACE WITH CONCRETE OR WITH COMPACTED FILL AS DIRECTED BY DESIGNER. 14. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE 2009 IRC. 15. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE UNLESS DECAY RESISTANT HEARTWOOD OF CEDAR OR REDWOOD IS USED. FASTENERS FOR PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. 16. PROVIDE FIREBLOCKING VERTICALLY AT CEILING AND FLOOR LEVELS AND HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET, AND AS REQUIRED FOR CONCEALED SPACES UNDER IRC SEC. R602.8. 17. NAIL GYPSUM WALLBOARD TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH COOLER NAILS @ 7 INCHES O.C. MAXIMUM SPACING UNLESS SHOWN OTHERWISE. USE 5D FOR 1/2 WALLBOARD, 6D FOR 5/8 INCH WALLBOARD. 18. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. 19. ENERGY NOTES ARE LOCATED WITHIN THIS SET OF DRAWINGS. 20. THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL UTILITIES AND SERVICES TO THE SITE PRIOR TO BEGINNING ANY SITE IMPROVEMENTS. 21. NO MATERIALS FROM THE WORK ARE TO BE STOCK PILED ON PUBLIC RIGHTOF- WAYS.ALL RUBBISH AND DEBRIS IS TO BE REMOVED FROM THE SITE. 22. ADJACENT PROPERTIES, STREETS AND WALKS ARE TO BE PROTECTED FROM DAMAGE AT ALL TIMES. 23. ALL DOWNSPOUTS AND ROOF DRAINS TO BE CONNECTED TO STORM SEWER BY TIGHTLINE UNLESS (PERMITTED BY LOCAL JURISDICTION) SITE CONDITIONS ALLOW FOR DRYWELLS OR SURFACE DRAINAGE AND UNLESS NOTED OTHERWISE IN CONSTRUCTION DOCUMENTS. 24. ALL DIMENSIONS ARE TO FACE OF STUD WALL, CENTERLINE OF COLUMN, OR FACE OF CONCRETE UNLESS NOTED OTHERWISE. 25. THE CONTRACTOR SHALL SECURE PERMITS REQUIRED BY THE FIRE DEPARTMENT PRIOR TO BUILDING OCCUPATION. 26. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS ATALL TIMES DURING THE COURSE OF THE PROJECT. 27. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BYANY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA AND CHANGES ORDERS ON THE PREMISES AT ALL TIMES. SAID PLANS ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 28. THE CONTRACTOR AND/OR THE SUB -CONTRACTORS SHALL APPLY FOR, OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND FEES EXCEPT FOR THE BUILDING PERMIT. 29. ALL CONSTRUCTION SHALL COMPLY WITH: THE INTERNATIONAL RESIDENTIAL CODE (IRC) WITH STATE 8� LOCAL AMENDMENTS, THE INTERNATIONAL MECHANICAL CODE (IMC) &INTERNATIONAL FUEL GENEI�L NOTES, CONT. GAS CODE (IFGC) WITH STATE AMENDMENTS, THE UNIFORM PLUMBING CODE (UPC). THE INTERNATIONAL FIRE CODE (IFC), THE NATIONAL ELECTRICAL CODE (NEC), THE WASHINGTON STATE ENERGY CODE (WSEC), THE WASHINGTON STATE VENTILATION AND INDOORAIR QUALITY CODE (WSVIAQC), ALLAPPLICABLE LOCAL AND MUNICIPAL CODES, ORDINANCES AND STANDARDS. 30. CLASS "A" ROOFING IS REQUIRED FOR FIRE PROTECTION. 31. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OFA MINIMUM NO. 26 GUAGE STEEL AND SHALL HAVE NO OPENINGS IN THE GARAGE. 32. REMOVE ALL VEGETATION, ORGANIC MATERIAL AND WOOD FORMWORK FROM UNDER -FLOOR GRADE BEFORE THE BUILDING IS OCCUPIED FOR ANY REASON. 33. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL &HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORYAND THE ROOF SPACE, INCLUDING THE FOLLOWING; VERTICALLY AT CEILING AND FLOOR LEVELS, HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET, AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL &HORIZONTAL SPACES SUCH AS SOFFITS, DROP AND COVE CEILINGS, IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN, AND AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME. 34. WALL COVERING PRODUCTS SENSITIVE TO ADVERSE WEATHER SHALL NOT BE INSTALLED UNTIL ADEQUATE WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. EXTERIOR SHEATHING SHALL BE DRY BEFORE APPLYING EXTERIOR COVER. 35. INTERIOR COVERINGS OR WALL FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH IRC CHAPTER 7 AND TABLES R702.1(1), R702.1(2), R702.1(3) AND R702.3.5. INTERIOR MASONRY VENEER SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R703.7.1 FOR SUPPORT AND SECTION 703.7.4 FOR ANCHORAGE, EXCEPT AN AIRSPACE IS NOT REQUIRED. INTERIOR FINISHES AND MATERIALS SHALL CONFORM TO THE FLAME SPREAD AND SMOKE DENSITY REQUIREMENTS OF SECTION R315. 36. UNLESS SPECIFIED OTHERWISE, ALL WALL COVERINGS SHALL BE FASTENED IN ACCORDANCE WITH TABLE R703.4 OR WITH OTHER APPROVED ALUMINUM, STAINLESS STEEL, ZINC -COATED OR OTHER CORROSIONRESISTIVE FASTENERS. 37. ASPHALT SHINGLE BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. BASE FLASHING SHALL BE OF EITHER CORROSION -RESISTANT METAL OF .019 INCH NOMINAL THICKNESS OR MINERAL SURFACE ROLL ROOFING WEIGHING A MINIMUM OF 77 LBS. OVER 100 SF. CAP FLASHING SHALL BE CORROSIONRESISTANT METAL OF .019 MINIMUM NOMINAL THICKNESS. VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. SEE INTERNATIONAL BUILDING CODE FOR VALLEY LINING TYPES ALLOWED. 38. ROOFING REQUIRES AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF ASELF-ADHERING POLYMER MODIFIED BITUMEN SHEET USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVES EDGE TO A POINTAT LEAST 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 39. METAL ROOFING SHALL BE APPLIED TO SOLID SHEATHING. METAL ROOFING OVER STRUCTURAL DECKING SHALL COMPLY WITH TABLE R905.10.3. THE MINIMUM SLOPE FOR STANDING SEAM METAL ROOFING SYSTEMS IS PER IRC905.10.2. INSTALL IN ACCORDANCE WITH IRC905. THE FOLLOWING FASTENERS SHALL BE USED: 1. GALVANIZED FASTENERS FOR GALVANIZED ROOFING 2. THREE HUNDRED SERIES STAINLESS STEEL FASTENERS FOR COPPER ROOFS. 3. STAINLESS STEEL FASTENERS ARE ACCEPTABLE FOR METAL ROOFS 40. INSTALLATION OF APPLIANCES SHALL CONFORM TO THE CONDITIONS OF THEIR LISTING AND LABEL AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE MANUFACTURER'S OPERATING AND INSTALLATION INSTRUCTIONS SHALL REMAIN ATTACHED TO THE APPLIANCE. 41. A PERMANENT FACTORY -APPLIED NAMEPLATE SHALL BE AFFIXED TO APPLIANCES ON WHICH SHALL APPEAR, IN LEGIBLE LETTERING, THE MANUFACTURER'S NAME OR TRADEMARK, THE MODEL NUMBER, SERIAL NUMBER, AND THE SEAL OR MARK OF THE TESTING AGENCY. THE HOURLY RATE IN BTU/H(W), TYPE OF FUEL OR ELECTRICAL RATING AND OTHER INFORMATION AS DESCRIBED IN IRC M1303.1AND G2404.3 SHALL BE REQUIRED ON THE LABEL. 42. WHERE CONFLICTS OCCUR BETWEEN THE IRC AND THE CONDITIONS OF LISTING OR THE MANUFACTURER'S INSTALLATION INSTRUCTIONS OCCUR, THE PROVISIONS OF THE CODE SHALL APPLY. 43. FUEL -FIRED APPLIANCES SHALL BE DESIGNED FOR USE WITH THE TYPE OF FUEL TO WHICH THEY WILL BE CONNECTED AND THE ALTITUDE AT WHICH THEYARE INSTALLED. APPLIANCES THAT COMPRISE PARTS OF THE BUILDING MECHANICAL SYSTEM SHALL NOT BE CONVERTED. THE FUEL INPUT RATE SHALL NOT BE INCREASED OR DECREASED BEYOND THE LIMIT RATING FOR THE ALTITUDE AT WHICH THE APPLIANCE IS INSTALLED. 44. THE BUILDING OR STRUCTURE SHALL NOT BE WEAKENED BY THE INSTALLATION OF MECHNICAL SYSTEMS. WHERE FLOORS, WALLS, CEILINGS ORANY OTHER PORTION OF THE BUILDING OR STRUCTURE ARE REQUIRED TO BE ALTERED OR REPLACED IN THE PROCESS OF INSTALLING OR REPAIRING ANY SYSTEM, THE BUILDING OR STRUCTURE SHALL BE LEFT IN A SAFE STRUCTURAL CONDITION IN ACCORDANCE WITH THE IRC. 45. HEAT -PRODUCING EQUIPMENT AND APPLIANCES SHALL BE INSTALLED TO MAINTAIN THE REQUIRED CLEARANCES TO COMBUSTIBLE CONSTRUCTION AS SPECIFIED IN THE LISTING AND MANUFACTURUER'S INSTRUCTIONS. REDUCTION OF CLEARANCES SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRCUTIONS AND THE INTERNATIONAL MECHANICAL CODE. CLEARANCES TO COMBUSTIBLES SHALL INCLUDE SUCH CONSIDERATIONS AS DOOR SWING, SHUTTERS, COVERINGS AND DRAPES. DEVICES SUCH AS DOOR STOPS OR LIMITS, CLOSERS, DRAPERY TIES OR GUARDS SHALL NOT BE USED TO PROVIDE ADEQUATE CLEARANCES. 46. ADHERED MASONRY VENEER WILL COMPLY WITH THE IRC MECH,�NIC,�L � ENERGY NOTES 1. ALL MECHANICAL WORK IS TO BE BIDDER DESIGNED AND SHALL COMPLY WITH ALLAPPLICABLE CODES INCLUDING BUT NOT LIMITED TO: THE CODES REFERENCED IN GENERAL NOTE #29. 2. THE MECHANICAL WORK, WHILE BIDDER DESIGNED, MUST ADHERE TO ALL REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. 3. VENTILATION OF ALL AREAS SHALL BE IN CONFORMANCE WITH THE WAC. 4. ALL EXTERIOR JOINTS AROUND WINDOWS AND DOORS, OPENINGS BETWEEN WALLS AND ROOF OR FOUNDATIONS, OPENINGS AT PENETRATIONS, AND ALL OTHER SUCH OPENINGS SHALL BE SEALED, CAULKED, GASKETED OR WEATHER STRIPPED TO LIMIT AIR LEAKAGE PER THE WASHINGTON STATE ENERGY CODE. 5. EXTERIOR DOORS ARE TO BE 1-3/4" SOLID CORE WITH FULL WEATHER STRIP AND THRESHOLD. ALL GLAZING IN EXTERIOR DOORS IS TO BE DOUBLED GLAZED WITH SAFETY GLASS. 6. ALL EXTERIOR GLAZING IS TO BE DOUBLE GLAZED. 7. EDMONDS IS IN CLIMATE ZONE 1. 8. THE METHOD OF COMPLIANCE WITH THE WASHINGTON STATE ENERGY CODE AS OUTLINED IN TABLE 6-2 CHAPTER 6, BUILDING DESIGN BY THE PRESCRIPTIVE REQUIREMENTS APPROACH, OPTION IV 9. SLAB ON GRADE FLOORS SHALL HAVE R-10 PERIMETER RIGID INSULATION. 10. ALL ROOF/CEILING AND DECK/CEILING AREAS SHALL HAVE INSTALLED APPLICABLE BATT INSULATION. SINGLE JOIST VAULTED CEILINGS SHALL HAVE INSTALLED APPLICABLE BATT INSULATION. 11. GLAZING AREAALLOWED IS PER WSEC. 12. ALL FURTHER CALCULATIONS ARE TO BE PROVIDED BY THE MECHANICAL CONTRACTOR WHEN APPLICATION FOR A MECHANICAL PERMIT IS MADE. 13. THE BUILDING MECHANICAL SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF THE WASHINGTON STATE ENERGY CODE. 14. PROVIDE COMBUSTION, VENTILATION, AND DILUTION FOR THE FORCED AIR FURNACE AND OTHER GAS APPLIANCES. SHOW ON PLAN SUBMITTAL TO THE COUNTY. 15. PROVIDE VENTING THROUGH THE ROOF OR WALL FOR ALL GAS HEATING APPLIANCES IN ACCORDANCE WITH THE HEATING APPLIANCE MANUFACTURER'S RECOMMENDATIONS, THE VENT MANUFACTURER'S RECOMMENDATIONS, AND THE IRC. 16. HEATING DESIGN TEMPERATURES: (PER WASHINGTON STATE ENERGY CODE) HEATING: 70 DEGREES INSIDE AT 20 DEGREES OUTSIDE. 17. PROVIDE DUCT INSULATION AS REQUIRED BY THE WSEC. 18. SOURCE SPECIFIC VENTILATION: VENTILATION (EXHAUST) SHALL BE PROVIDED IN BATHROOMS, KITCHENS, LAUNDRY ROOMS, SPA &POOL ROOMS AND OTHER ROOMS WHERE EXCESS WATER VAPOR OR COOKING ODOR ARE PRODUCED, AS REQUIRED BY THE WSVIAQC. PER TABLE 3-1: BATHROOMS: 50 CFM MIN; KITCHENS: 100 CFM MIN. 19. WHOLE HOUSE VENTILATION: A WHOLE HOUSE VENTILATION SYSTEM SHALL BE INSTALLED, OF EITHER INTERMITTENT OR CONTINUOUS OPERATION, AS REQUIRED BY THE WSVIAQC. PLUMBING NOTES 1. ALL PLUMBING WORK IS TO BE BIDDER DESIGNED AND SHALL COMPLY WITH ALLAPPLICABLE CODES INCLUDING BUT NOT LIMITED TO: THE CODES REFERENCED IN GENERAL NOTE #29. 2. PROVIDE PRESSURE RELIEF VALVE FOR HOT WATER TANK. DRAIN TO THE OUTSIDE OF THE BUILDING WITH DRAIN END NOT MORE THAN TWO FEET NOR LESS THAN 6"ABOVE THE GROUND, POINTING DOWN. 3. HOT WATER TANKS HAVING FLEXIBLE PIPE CONNECTIONS AND OVER FOUR FEET TALL SHALL BE STRAPPED DOWN TO PREVENT OVERTURN IN AN EARTHQUAKE 4. HOT WATER HEATERS LOCATED IN GARAGES SHALL BE ELEVATED PER INTERNATIONAL RESIDENTIAL CODE. 5. ON DEMAND HOT WATER HEATERS SHALL BE INSTALLED PER MANUFACTURERS RECOMMNEDATIONS, INCLUDING VENTING. 6. PROVIDE AN APPROVED BACK FLOW PREVENTION DEVICE ATALL HOSE BIBS. 7. CONTRACTOR SHALL PROVIDE A DWV AND WATER DISTRIBUTION RISER DIAGRAM FOR COUNTY AND DESIGNER REVIEW. 8. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL. 9. CONTRACTOR TO PROVIDE HORIZONTAL DRAINAGE PIPING THAT MEETS UPC FOR SLOPE REQUIREMENTS 10. GAS METER SETASSEMBLY LOCATION AND MOUNTING SHALL MEET THE REQUIREMENTS OF COUNTY. ELECTI�IC,�L NOTES 1. ALL WORK PER COUNTY AND STATE CODES AND APPLICABLE ORDINANCES. OBTAIN AND PAY FOR PERMITS. 2. ALL ELECTRICAL WORK IS TO BE BIDDER DESIGNED AND SHALL COMPLY WITH ALLAPPLICABLE CODES INCLUDING BUT NOT LIMITED TO THE CODES REFERENCED IN GENERAL NOTE #29. 3. WIRING METHODS SHALL BE AS PERMITTED BY "CODE" AND INSTALLATION PER "NECA" STANDARDS. 4. USE OF ALUMINUM WIRE IS LIMITED TO SIZE #4 AND LARGER. 5. ALL DEVICES TO BE SPECIFICATION GRADE. 6. ALL NEW ELECTRICAL PANELS OR LOAD CENTERS TO BE PROTECTED ON LINE SIDE BY CURRENT LIMITING FUSES. 7. ALL RECEPTACLES SHALL BEAT 15" FROM FINISHED FLOOR TO BOTTOM OF BOX UNLESS NOTED OTHERWISE. 8. ALL SWITCHES SHALL BEAT 42" FROM FINISHED FLOOR TO BOTTOM OF BOX UNLESS NOTED OTHERWISE. 9. LOCATE RECEPTRACLES PER IRC. 10. PROVIDE GROUND FAULT CIRCUIT INTERCEPTORS. (GFCI) PER IRC. 11. PROVIDE LIGHTING OUTLETS PER IRC INTERNATIONAL RESIDENTIAL CODE. 12. VERIFY ALL RECEPTACLE, SWITCH,AND FIXTURE LOCATIONS WITH OWNER PRIOR TO INSTALLATION. w O Z J ll1 Z W DRAWN BY: I DATE: REVISED BY: DATE: /y\ RK, KG 8-15-20-0� REVISED BY: DATE: REVISED BY: � DATE: REVISED BY: I DATE: SHEET ,�.o